Joint venture principles

A joint venture is something productive a temporary business alliance between the two parties come together to do the other skills, and earn profits from business together use. Since it set up a temporary and lasts for a few weeks or months, that no permanent registration as such a partnership is necessary. The cumbersome process of making the Alliance is official unnecessary and avoidable. Recent construction projects are "long term" a lot of work but using joint ventures is achieved relatively more than the usual joint ventures, is.

The two ways to an accounting joint venture:

o same set of books of account - here both parties that joint venture recording your transactions in the same set of books of accounts. This is not very convenient.

o separate set of books of accounts - both parties maintain books of accounts, on the basis of individual transactions at the end of the JV Alliance gains or losses (if any) finally compared between you.

The term joint venture is enough implicative mean that any interested party to make a certain task in business, more convenient and prompt does. If any of the participating sites close to lives of transport thus assumes that party to send responsible product to another party. The other party receives the goods and the responsibility to sell it because it has an advantage over market access.

To adequate records of the transactions and the actions you should maintain proper books of accounts by both parties, so that you can be counted at the end of the venture.

Joint venture with x

This is a special g/L account to make it easier in a separate joint venture accounting book things, should be maintained. Each party must preserve this book venture so that at the end of both books can be compared to understand provided you debit and credit card transactions.

Once this analysis is made a memorandum for the joint venture is explanation to understand which party who owes what amount. This memorandum is the leader, separately is each venturer to see how the gain or loss of preparation of the final joint venture account in the book.

If all transactions were recorded exactly from beginning until the account should then find same balances in both the venturer accounts except reflect to show who who owes money from the venture on opposite sides of the ledger.

The memorandum for the joint venture created is only for the convenience, final accounts. Therefore it under any certain books of accounts or accounting as such can be categorized. It is mainly the debit and credit balances the record two joint venture. The balance on this memorandum (debit or) explains who who owes money.

Uses of expansion joints in architecture

Expansion joints are used for many important architectural structures have especially a requirement at these joints. Building especially skyscrapers many factors such as wind speed, weather, seismic activity, etc. all these things are subject to the building damage, although the construction is perfect.

We look at a few uses of the expansion joint covers

Floor expansion joint covers

Stock expansion joint covers need very carefully, as you select one of the most important steps in the specification process is. Important consideration when choosing flooring is the presence of rolling loads and the need for hygiene. Aesthetics of seismic cover is also an important aspect.

Wall / ceiling

After selecting the ground cover, is the choice of wall cover next on the list. It is a relatively simple decision compared but if there is seismic joints covers the other options, depending on the aesthetics and functionality. There are many different options such as stainless steel those Panel type joint covers there is covers that out of the wall to separate to minimize damage or can even choose those who minimize their own post event service close.

Exterior view

Exterior walls each structure must be strengthened to handle the worst weather conditions. Joints get affected by heat, shrinkage, etc. and in such cases you can hold the joints that damaged the wall panels. Inside you can have vertical thermoplastic exterior seals where as large seismic walls you can use flush wall covers, they offer the sightline NULL. You can have flexible neoprene bellows with thick flanges or forced aluminum covers.

Parking and Stadium

Car parks require very well installed floor joints and roof joints. How parking garages multi level structures are requiring the floor joints to be to avoid slipping of cars if you are parked position. The most floor of expansion joints covers fall off because the lightning fall you down to keep way and these screws must be protected includes quality, that will protect the Center bolt. Stages have very large roofs and floor spaces that have built the structure in a safe manner.

Compression gaskets

Compression gaskets are the best option for common extensions you deal very well with movements. You need to be tight sealing bound into place with water and so it is important that you good quality compression seals.

Winged seals

Winged used seals in garages and stadiums where the constant wheeling and parking of vehicles no delays, no Nosings and no garage closing for repairs required, so you save maintenance costs.

3 Ways to look for successful joint venture partner

If you have a product that you are promoting on the Internet and you already make money from it, then it is time to bring your business to a new level to make more money. Joint ventures are the next big thing for your business. Through a joint venture with another party to do you are tapping into a new pool customers effortlessly, making more sales in a short time span. Let us consider three ways to find potential joint venture partners.

Firstly it is a great way to meet potential joint venture partners join a mastermind group. These groups can discuss ideas that have similar interests with a group of individuals. In many cases you will be able to refine your ideas by bouncing you off other professionals. In addition you can be also Setup projects, when you is mutually beneficial.

Next, consider the establishment of joint ventures with partners who don't have a Web presence. You can provide information about their services from your site as long as you also some kind of cross-promotion in your brick and mortar offer business. Maybe you could setup a joint competition requiring store traffic to your website.

You can use also ClickBank to find potential joint venture partners. For example, if you create a product on eBay, for example search for other people eBay products or products related to eBay. Copy your information and contact all a-by-one until you have a huge list of joint venture partners.

After you've found some potential partners with, consider some things when communicating with each other. Use e-Mail to contact joint venture partners, carefully construct your subject line. If it looks too commercial, is there a good chance that you the email be deleted before you even read.

Construct in addition to sound like spam to avoid the text of your email carefully. You may want other personal information in your email to make sure you include no spam.

Always remember to mention to potential joint venture partner with his or your name. Even if you reject your offer, you go at least spend plenty of time saw it figure out how you what your name is found out and why you write. This gives you a slightly better chance of your offer accepted.

If you find that you are having difficulty increase revenue per month or make lower over the months, this is the key to your breakthrough. Search for joint ventures now to your sales and more profit for your business.

How is a joint venture turning Texas Green

Energy is expensive and a serious investment is needed to build the plants necessary to convert fossil fuels into energy, such as coal. It is also expensive to transform dams and wind generators for the production of plants, the natural resources of energy, such as river. Thanks to the recent joint venture of the United States and in China the largest wind farm in West Texas America will be developed but companies.

The joint venture partner

A power generating systems Ltd. is a China-based company that specializes in distributed power generation, and there are China's largest wind turbine production facility. Have you teamed up with the U.S. renewable energy group and Texas wind power developer Cielo wind makes, to form a joint venture in West Texas. This JV means that a wind project 36,000 acres of land cover farm and generates electricity per year approximately 600 MW.

Why Texas?

In condition by discovering and drilling of crude oil was, clean wind are its largest energy output now one. Why did you choose Texas? As it turns out that the largest state of the contiguous US enough sustainable wind in parts of West Texas, wind farms, which has. Except unlike oil, the resource expires never.

This choice conditions were ripe for China's largest wind turbine manufacturer their technology expertise and money to the United States to bring the JV will be funded largely by China banks, but is also part of loan guarantees and grants from the U.S. Government funded. The total cost for the construction of the wind farm is expected to be $1.5 billion.

The result of this JV is used the largest wind farm in the country and possibly the world with the size of wind generators. 240 Wind generating units are the final number, each of which can approximately 2.5 MEGAWATTS per year, is the largest power output for each wind generator. Generator produces an average of 1.6 MW predecessors wind normally. Estimated power generation would be 600 MW per year.

Joint ventures: Turning the world green

This is an exciting time for Texas, but also for the world. With rapidly deplete natural resources, the whole world to change its reliance power consumption on renewable energy sources. With the superior wind generator wind power combined with the expertise and the economics of Cielo a litmus test for future wind farms with larger wind generators are coming out of China the new farm.

This is a great example of how technology meets expertise and availability to produce a good product. Although your JV may be not the a 1.5 billion US$ project, you can still network and search for a viable JV partner who has technology to meet your resources, or vice versa. Think big. Afraid to ask, the ranks of key actors. Make innovation a target. And keep in mind that the synergy between an award-winning JV is more than the sum of its parts.

Basic woodworking joints - discount and casing joints

A discount joint in its simplest form is a slightly stronger version of the common contact between mating components in two layers instead of one offers a butt. A discount is made by adding a square or rectangular section on end or along the edge of a piece of wood with hand or power tools to remove.

Rebate joint
In the simplest type of discount joint discount half wood thickness, leave a protruding tongue equal to the thickness of the other, square-cut component usually cut. This type of discount is common on the tops of bookcases and shelf units where rests above and between the top ends of the pages. It can also be used to join drawer fronts, to and between pages. At least half the end grain is hidden.

The joints are usually reinforced with pins, is driven by the overlap in pairs at opposing angles - called dovetail nailing.

The discount is usually cut a discount plane. This has a page width guide and a depth stop and cleans the vertical edge of the cut, how it is used. Short discounts can be cut into a Board end, for example using a saw, but be careful.

Bare faced halving
This is a different kind of the rebate common often used for fixing of shelves in Bookcases. The shelves ends protruding tongue into the horizontal slots in the inner faces lilting Friese bookcase pages. The joint is Schulter-Up for strength. This joint can be used in drawers; a back to between the parties or accommodate a front

Casing joints
Not all body joints Friese, are, whether you or not. Fall into two categories: by housing where construction is visible on back and front sides of the common position; and a simple butt joint seems suspended housings, where from the front edge.

By housing
This is a simple common and cut. The housing shoulder lines (the thickness of the Board apart accommodated are) should have the inner face of the Board marked and squared over the edges. The depth of the housing - between one third and half the thickness - should be marked with a gauge. Then shoulders should be cut and removed the waste with a chisel work from each edge towards the Centre. Stop the bottom of the case a router or a spiking chisel.

Stop housing
In this joint, the cut should be taken only part way down the line, stop approx. 20 mm from the front edge. The end of the Board into fit should be cut on the front corner to the 'stop'.

Mark shoulder lines over the inner face as far as the stop and the back edge. To assess the depth at the end. Space to work the saw back cut out chisel down used first 50 mm case stop should be with his skewed. Then saw shoulders, to end the remaining waste chisel out and the bottom of the case with a router if you have one.

Common construction site injuries

Construction sites can be dangerous places, even if maintained safely. The presence of heavy machinery can cause serious injury or even fatalities. There are also tools industrial and raw materials that can lead to injury.

Below is a list of common construction site injuries that occur on construction sites. If you've been a victim of a construction site accident, entitled to a claim against liable third parties in addition to your workers' compensation benefits file. Talking to a Massachusetts personal injury lawyer in your area is the best way to determine your legal options.

Head injuries

As a construction worker you are required to wear a helmet while on-site. But hard hats are not always prevent head injuries. A serious effects can cause brain injury, concussion, or coma can have long-term effects or managing even in death.

Joint dislocations

Design includes physical activity, which the joints can be hard on your body. An irregular movement or sudden impact may cause joint dislocation. These types of construction site injuries can prevent that you exercise and force work for a long time to miss.

Heavy wounds

The use of industrial tools, wounds happen regularly on construction sites. These lead to serious infections, are can be dangerous if you left untreated.

Burn injury

With so much warmth and chemicals used, there are often burns on construction sites. These are slow to heal, can be very painful and require according to severity, operations such as such as skin grafts.

Severed nerves

After you have disconnected a nerve, you may suffer from a variety of related diseases. This can lead to loss of sensation in an affected limb or even complete paralysis. The damage that you suffer from a severed nerves can affect you for the rest of your life.

Loss of a limb

The loss of a limb is one of traumatic accidents that may occur on a building site. Unfortunately this happens more often than it should, and it ended the career of many that depended on your full physical skills.

What if you have been injured on a building site Massachusetts

If you suffered a serious construction site injuries while on a building site Massachusetts have, through a personal injury lawsuit, damages may even, if you, workers' compensation collect. The first step is a Massachusetts personal injury lawyer contact.

A Massachusetts personal injury attorney with experience in construction of third-party claims is accident your case study and appreciate the values of your potential personal injury claim. You may be entitled to compensation for:

? Your medical bills
? Pain and suffering
? Wages, you have lost, can
? All wages or future income, you will lose on the basis of our injuries.

Estimate of the market for construction equipment sales

Heavy construction equipment are required in all over the world. Demand has even more to the growing economy in the Indian subcontinent, Middle East, far East and Oriental Nations and increased.

Countries like China, Singapore, etc. are at an exponential rate in development of infrastructure. Chinese infrastructure has grown so strong in the recent past, the Interior towns even and remote areas are well designed with clean wide streets, buildings, shopping centers, bridges, etc. This growth has can all increase in construction equipment sales.

Construction equipment sales was most in the western regions in the decades of the 1960s to the mid 1980s been. Over twenty years, economic growth in the eastern part of the globe had been exponentially. The rise of the middle class and earn better resources led to the growth of the economy. This growth has for the continued development of residential and commercial outlets, etc. The increase in the development of such outlets led to increase in job construction. This job works, the changing developmental patterns have adapted to construction equipment sales have gathered pace equivocally.

More and more building owners and architects have joined forces and large construction companies have developed boulders along the economic growth. Huge towers, shopping malls, large wide streets, highways, highways, bridges, ramp bridges, etc led construction equipment to this growth. Because all this development calls for larger companies, all kinds of job work to perform, many companies have made strategic partnerships, joint ventures, State Bodings and alliances with the domestic counterpart to the better growth. All these big companies have built up their own construction fleet along with building certain manpower.

This construction equipment sales rates usually refer to the iron and steel. There was further excavations of iron ores and new outlets, iron and steel market has grown at a healthy pace in this developmental decades. The large projects require heavy investments. The cyclic rotation of capital more regulated and strategic is in developing countries. Investors can therefore decide to generate huge loans and their own capital for the purchase of heavy construction equipment. Heavy equipment sales are thus properly funded in these countries and less error-prone to financial risks.

In the case of construction equipment sales pricing is also an important factor. It determines the volume of sales or prefer to go for rental equipment if the constructor. Pricing acts also as a determinant of demand on the market. Demand is led, as per the specific country, these installations in the region of availability, prices of iron and steel, etc. Also for construction equipment sales financing the purchase of construction machinery as an advantage acts and in the sale of equipment one competitive advantage. Financing the purchase of leads to increase in the construction equipment sales of the manufacturer.

Thus, construction equipment sales are more or less directly depends on pricing and financing available as it is contained in the project costs. These sales are more common in the growing economies, where more infrastructure developments on a regular basis instead.

Using expansion joint systems

An expansion joint is a device, which contains one or more bellows, used to support structural changes, such as pre-laminates of thermal expansion or intensification of the tube, tube or vessel.

An expanding joint can be used to allow movement in a pipeline system. A flexible part of an expansion joint, typically consisting of multiple wrinkles is the bellows. The expansion is the best solution if a piping system make more elastic. Flexibility is needed, when it various movements in a pipeline including common vibration, pulsations and thermal growth.

There are three basic types of movement that can be applied to the bellows and these are: axial, movement in a direction parallel to the longitudinal axis; lateral, a movement, perpendicular to the longitudinal axis; and edgy, a rotary motion of the longitudinal axis.

Metal expansion joints are in pipeline systems. They are important elements for these technologies. The main reason this flexible expansion joints are used is because it different variations to compensate, the length can be viewed. Pipeline length variations are usually the result of the high temperature that the metal will stand up joints. They are designed, taking into account various factors, such as: temperature, pressure movement and environment.

Metal expansion joints requires if it produces to the absorbing different vibration motors, compressors or turbines; various axial, angular and lateral movements can be easily stabilized in almost any situation.

The metal bellows is a cylindrical vessel or ship that stretched or compressed regardless of multiple circular wrinkles can. They are flexible and long-lasting, if they properly be used i.e., when used within the designed specifications.

Metal bellows are used in a variety of industries, especially because you can run many characteristic features of environments for the implementation of gases, liquids and slurry sealing. You have the following standard dimensions: inside/outside diameter, length and spring rate (the spring force applied by the bellows) free.

There are four different ways to produce a metal bellows. The first is Electroforming to deposit that is actually several layers of metal on a PIN of aluminium. Second dry deposition Electroforming electro deposition of various types of metal on a PIN is done; mechanical form, and the forth is a welding.

Common materials for the construction of metal bellows are usually made of aluminium, stainless steel, tantalum, titanium or steel. However, the most common is available on the market the stainless steel expansion joint can be produced with both for single and multi-walled bellows. These can be in various applications like turbine piping, engine exhausts, wave propeller and many others. Metal expansion joints were used effectively in many situations since about the year 1940.

Arthritis causes - factors that cause joint pain and inflammation

Arthritis is a disease that causes joint inflammation. Arthritis is inflammation of the joint lining or synovium, surrounding tissue, erosion of bone and cartilage. Arthritis is a very common condition and chronic nature. Is once attacked by arthritis, it is not possible to completely eradicate the disease, but spontaneous remission of the disorder is possible by drugs, change in lifestyle, simple home remedies that supplemented with natural herbal massage oil or vegetable.

Pain is the most tortured symptom of arthritis. Pain is often accompanied by swelling, joint stiffness, tenderness, redness of the skin to joint, crepitus or crunching sound while moving deformity, anemia, constipation, joints, colitis, limited range of motion, fatigue affected. Many symptoms that make together the debilitating disease and the patient almost crippled. Life activities and mobility is quite difficult. Ankles, wrists, neck, back, shoulder, knee and hip pain are the joints, which often captured by arthritis. Arthritis can cause people of all ages. Osteoarthritis is noticeably in older people common among young people, while rheumatoid arthritis. The many forms of arthritis are widely used the above two forms.

Causes of arthritis

1. Age is a factor that causes arthritis. With advancing age, protection of cartilages bones become weak and brittle. This fluid start content the cartilage rise up starting protein make break, leaving crevasses on the cartilage, the cartilage, flaking and quickly expose of the bone on friction loss. The result is arthritis.

2. Obesity causes also arthritis. The extra load on joints weight gain causes the wearing of cartilage and rubbing of a bone against the other.

3. High impact sports activities such as wrestling, boxing, gymnastics, ballet dance etc. Cause much wear and tear of cartilage, and often lead to arthritis in the future.

(4) Certain professions cause arthritis. Professions, such as processing of cotton, carpentry, built, a construction worker etc. work include frequently kneeling and squatting. Such occupations wear simple joints, this arthritis leads.

5. Arthritis is a hereditary disorder and seems to run in the family. In other words, actual or gene is causing arthritis factor.

6. Tobacco smoking and stress may also initiate or to aggravate arthritic conditions.

7. Infection by viruses or bacteria cause arthritis. The bacterium that causes gonorrhea or Lyme disease or cause the bacteria diarrhea is responsible also for arthritis.

8. High levels of blood uric acid or Urate cause of arthritis called gout. High blood pressure, fasting, overeating, alcohol intake, diuretic drugs are risk factors for this form of arthritis.

9. History of traumatic joint injury or bone fracture in future arthritis.

10. Even past the septic joint arthritis later.

11. Immune system abnormalities cause also arthritis.

12. Preponderance of calcium Pyrophosphate in the body causes also arthritis.

Your engineering company can overcome recession of woes through joint ventures.

When times are tough, get your friends to help you through the crisis. This current recession has been tough on engineering company. Potential customers had a tendency to hold your money until the recovery starts. In today's market takes that restore much longer then usual.

The figures below are in all sectors of the economy and the turn around, now best stagnant. A massive reduction in projects have seen buildings and the construction industry. If you are like most engineers private sector certainly fill the pinch.

For the most engineering firms has the time come already to start, create new products and services on the market in non-traditional markets. These engineers use a business agreement that not always the full potential of our profession was used. Joint ventures or alliances is nothing more than him along with other like minds and technologies. Groups of engineers, architects, contractors and others have begun formal groups, to create new business opportunities to make.

Joint ventures or partnerships were used traditional to propose large government contracts. The Government has in fact, small businesses join promoted. The Federal Government has described this type of arrangement as a partnership. Usually teamed architectural and engineering companies together to propose A/E contracts.

Due to the poor economic conditions are engineering new joint venture with other types of companies creating new business opportunities through. Now you find engineering company partnered with manufacturers to produce new products. Environmental engineering companies are partnering with construction companies to offer rehabilitation and clean-Up services.

Why is a joint venture an option in difficult economic times? Now the truth is that joint ventures are a good option in economic situation, and can be very lucrative for all members.

There are 8 main reasons for an Engineering Office in joint venture with another company:

1. Develop a new market - if your traditional client from land development and construction industry, you can found it extremely difficult to find new projects in recent years. If you haven't already, you need to start looking elsewhere, who want and need your services. Partnering with a company with a huge user base outside of your market maybe a good idea at this time.

2. Develop a new product or service - kick you to start a new service, but you can see, not all have the technical know-how to develop the product or service. Might want to partner with a company in the design gaps to fill until it can bring to market.

3. Develop and share technology-you may be able to find unused equipment and technologies in another company, that you may be ready to help develop of a new product or service to share.

4. Technology combining complementary - can determine that the niche, you want to type a massive need beyond your firm's ability to fill. In this situation you can partner with another company with similar skills to fill that need.

5.-Pool resources, a product or service to develop you may able to find other technical companies who are ready, your employees, equipment or spaces to help develop of this new product or service to share.

6. Acquire capital--you may be able to find someone who required Capitol on your marketing efforts has this new product or service to start spending.

7. Execute Government Contract – traditionally, engineers have joined forces to provide with other companies on Government contracts. This trend will continue. If your company never a Government contract is granted, you have only a choice partner with someone who has. After then a subcontractor to 4 or 5 contracts you can start bidding on your own. The Government likes to work that knows your process with someone.

8. Access a distribution or sales & marketing-skills - have a very small company, not only the necessary marketing know-how, skills, or employees, but you have an excellent product or service that you know the market really wants right now. It would be a good idea with a marketing company that can help you, get the word out to your targeted customers partner.

So, when looking for a way, increase ability of the company, a new service or to bring product to market, would be a good idea for joint venture opportunities it in these markets be fast to win look.

Construction accident lawyer - if you use one such need

If it not work that harbors a minefield of risk is construction work. Every year thousands are seriously injured or even killed in construction accidents on construction sites. And while many precautions to protect of workers have implemented construction accidents remain the leading cause of job-related deaths in America.

An astonishing 1 out of every 10 workers will get hurt this year. This is when you need a construction accident lawyer. Hastily erected scaffolding, carry improperly braced cranes and falls from high places to the this high accident rate. As in other large cities, economic pressure building get faster and faster to get only thing worse is in Los Angeles. Occupational safety and health administration (OSHA) estimates that it is nationwide 1000 work-related deaths this year in the construction industry. In fact, this trend is so alarming that after ten workers died seventeen months in Las Vegas construction accidents, Congress check is whether the OSHA regulations are not only appropriate but followed.

Lawyers see more Los Angeles construction accident and emerge more devastating cases of in-place accidents. Burns, amputation, spinal cord injury, suffocation due to faulty ventilation, falls, blindness and head injuries are just some of the accidents catastrophic construction, the victims from the work, sometimes permanently be implemented. Other face a lifetime gift of medication and/or weeks or months rehabilitation. While their families are often without any income.

It is free as possible to insure the responsibility of the site's general contractor and his subcontractors to safety of their workers, maintaining a workplace as potential hazards and monitoring in place work situations. Isn't always this unfortunately. Accidents are often caused by negligent General contractors or contractors who have abdicated supervision on negligent contractors construction. Ben Howland, drywall Temple in Los Angeles, was about his job site foot when a Bobcat, carrying out a unbalanced load of drywall broke, and let the burden on him. He was paralyzed employed and devastated left. Its Los Angeles construction accident lawyer proved that negligent supervision by the subcontractor and a badly maintained forklift was to blame for the accident. Ben collected $2.5 million.

Third negligence plays a growing part in in-place construction accidents. Even with the best supervision, faulty third-party equipment, IE: scaffolding, damaged not adequately keep heavy equipment or faulty PowerTools - can cause an unforeseen accident. Negligence, are third parties according to law, partial responsibility. An expert construction accident lawyer can unravel the liability of third parties if you have suffered an accident such negligence for you.

Not only the construction workers are covered by these shadows of injury. Visitors to a job site or innocent passers-by who suffer injury or death are covered by this same rule of law. A perfect example of this happened recently in New York City at a crane from the roof of a building under construction plunged and a building across the street, more than one person almost demolished killed and injured. These victims had nothing to do with the site, but were victims of negligence general contractor, product safety issues and other third party negligence before court to decide.

Worker's compensation is certain percentage cover expenditure incurred after an accident, but alone is woefully inadequate to the cost of a long-term or catastrophic injury such as paralysis, blindness, traumatic brain injury or death may be one. These types of injuries often place the victim or family of the victim in serious financial trouble if he is not quite balanced. In such cases, third parties will play a role in the settlement that can reach an expert construction lawyer for the customer even if suing the contractor cannot often negligence. It is very important to contact a lawyer so kept and examines evidence third negligence as soon as possible.

California taking joint and several liability rules apply to any person responsible for the injury suffered by a worker and a good construction accident lawyer is adept at applying this rule of law on the entire damage including lost wages, medical bills and pain and suffering.

Several years ago, California passed a law to make it easier for workers is being breached, move your worker's compensation without the hassle to court to collect to collect. But at the same time, big corporations high paid lawyers, you have to keep the victim from receiving the worker's comp benefits you are entitled. Why? Because your bottom line to take into account the reality of you. It's your job to help insurance companies that save money.

Right of recourse an employee may, if he or she was injured at work? First, find a good construction accident Attorney. Los Angeles such lawyers are familiar with California's workers compensation law and help the client, that to navigate difficult arena. If you or someone you love has been violated, you have enough, worry about right now without figuring out how the legal system to navigate. Let the experts that can help you!

China is the international market construction machinery targeting

Over the years, the Chinese construction machinery in the huge domestic demand to promote development and growth, many large and small engineering machinery enterprises own entertainment in the massive Chinese market, enjoying the feast.

Meanwhile, foreign counterparts from around the world have also rushed to join the ranks of sub-cake. For a time, the Chinese school of earth rejoice. Since the implementation of macroeconomic control in 2004, despite drastic changes in construction machinery industry, an increasingly weak domestic market. In the popular hit at the same time, more and more Chinese companies to explore overseas development. 2004 and for the first 5 months of statistical data have shown a major increase in exports of construction machinery. However, this small base on the establishment of a sudden the "high growth", it seems "driven to revolt," the taste of the great potential of foreign markets and accompanied by the attention. Which is precisely at this time, a lot of talent really clear, recognized in the domestic market is being eroded by foreign powers at the same time, foreign markets are facing a complicated situation. Entertain for many years, so today had to face the Chinese construction machinery enterprises, "internal and external" critical situation surrounded. Breaking out of a construction machinery already quietly started fighting.

Two days of construction machinery enterprises fate is typical of Investment oriented industries, and years of construction machinery enterprises in China are heavily dependent on the proactive fiscal policy and domestic large-scale infrastructure construction for survival and growing. Huge domestic market will not only have a month to feed a flourishing population of Chinese enterprises, it continues to attract the Europe, America and Japan, the world's leading enterprises to gold.

The world's largest construction machinery manufacturer Caterpillar as early as 1995, a joint venture factory in China, while China's WTO commitments with the gradual implementation, construction machinery industry giants have landed in China. 2001, the foreign capital to 30% per year rate of growth and achieve localized delivery. In recent years, they basically monopolized the domestic high-end market, and even occupation of the individual sub-sectors of the market.

By 2003, foreign investment, joint ventures have occupied 47% market share in China. Even the highly competitive, but in building prosperity in China, construction machinery industry has maintained a rapid development of the situation, just before the macro-control, there is also the best level of growth?? The first quarter of 2004, sales grew 73.9%, April has 63% growth in achievement.

In order to suppress overheating in some sectors of the economy, the Chinese government decided to carry out macro-control, the State Council issued a circular late April that year, decided to raise the iron and steel, electrolytic aluminum, cement and real estate development sector capital investment in fixed assets ratio, required clean-up of fixed assets investment projects, depth rectify the land market, strictly manage the land. Control effect becomes more evident, the National Urban fixed-asset investment growth rate to 53% from the previous two months, fell rapidly to 4.7% in April. Classical investment theory still applies here. Over-rely on the domestic market in the hands of Chinese engineering machinery enterprises only basket was thus overturned. Unavoidable in that almost all the Chinese engineering machinery enterprises have varying degrees of impact, one has a business began limiting production and continuous losses. May, excavator sales below the level the same period in 2003, appeared the first year of negative growth in recent years; loader's sales growth rate dropped sharply from February, in March of 156%, 76.5% rapidly to 37%; The concrete machinery manufacturers also agreed to enter in May claimed that sales decreased.

The industry's sales revenues rose at a monthly rate of 10% down, until the end of 2004, and enter 2005, the first 4 months of sales revenue is still negative. At present, the macro-control and no end in sight, the impact of the construction machinery business has dropped more than a simple revenue, capital backlog, bad debts increased, the brain drain, have become the problem not solved in the short term. If the macro-control to the end of this year, then the impact of the construction machinery industry will continue through at least the first half of 2006. Which are in China, foreign investment, joint ventures, but successfully resisted this invasion.

Such as Caterpillar Xuzhou, Chengdu Kobelco, Hefei Hitachi and Daewoo and other enterprises, when in the face of macro-control exhibited good adaptability. They rely on a complete industrial chain of rational and mature global sales network, deployment of the product in the world, resold, subject to the impact of China's relatively weak market changes a lot. Explore the causes of this phenomenon, I am afraid, and foreign investment, joint ventures, "two legs" walk about. Therefore, Chinese enterprises have no reason to continue to bet on a market on the.

Explore the international market?? Grow a must look at current international market is a period of strong demand in Asia, Europe, the Americas, Africa business opportunities are everywhere. Which Asian and African developing countries as China's major export target. In Malaysia, the government in order to encourage imports of advanced machinery and equipment, developed a number of preferential policies, such as priority sectors, the Chinese enterprises to invest in machinery and equipment industry in the country, duty-free access to 100% of statutory income for 10 years, this special offer. Developed by the Indian IT industry aware of its poor infrastructure constrains further economic development in the ten-year infrastructure development plan and the preferential policies, decided to invest the next five years, more than 200 billion U.S. dollars of construction funds. In addition, like Nigeria, Vietnam, and plan long-term commitment to the national infrastructure, are a huge market for construction machinery.

Meanwhile, the Chinese economy in recent years has been significantly improved, more convenient operation of export enterprises. With the completion of the relevant WTO commitments, MFN tariffs have been reduced to the standard treatment, on the number of non-tariff restrictions, including export quota and license system had been abolished. Countries open the door for the enterprise export, export finance system is being completed, the right to export self-examination and approval authority to relax much more convenient procedures for export processing. Meanwhile, industry associations and chambers of commerce in recent years, many domestic enterprises to participate in international organizations, construction machinery industry exhibition, to help companies access to international markets, information exchange and trade cooperation and achieved remarkable results, erected a very good platform.

March 2004, China Construction Machinery Association of China National Pavilion for the first time the name of the collective organization of domestic manufacturing enterprises International Construction Machinery Exhibition Three Fair (Munich, Germany, Las Vegas, Paris, France), one of Munich bauma2004. Including the Xuzhou Construction Machinery Group (XCMG), Guangxi Liugong Machinery Co., Ltd. (Liugong), Xiamen Engineering Machinery Co., Ltd., Changsha Zoomlion Heavy Industry Sany Heavy Industry Co., Ltd. Technology Development Co., Ltd. and (Sany) etc., 42 exhibitors, displaying the highest standards of the domestic representative of 60 sets of construction machinery products, set off a wave of Chinese in the Munich style. Moreover, the participation of a number of Chinese construction machinery manufacturers also show users with overseas business and exports reached an agreement, some enterprises on several occasions after the show received from foreign buyers.

China visionary companies have already started the "Lexington" of gunfire. China's largest construction machinery production base in Xuzhou Construction Machinery Group in May last year, passed the European CE certification, and successful in France, Poland exported loader after each one received recognition recently received from Poland in the 50 Taiwan loader orders; size after early Xu workers Changlin Co., Ltd. started in 2001, set up sales offices abroad, and focus on brand strategy, exports increased year by year; now, Sany, Liugong are set up sales outlets in India, is opening the Indian market. The current Chinese enterprises in international market development, still in the start and acceleration phase, still emphasize the dependence on the domestic market. But by expanding the overseas market to expand enterprise scale and deeper development of enterprises, has become more and more construction machinery enterprises consensus. Fortune to rely on the domestic market Chinese companies have been targeting the country's vast outside world.

The case of Thai joint venture with Japanese partners in the construction business

Literature Review

Business in the 21st century is increasingly conducted with shifting borders. International partnerships will become standard practice as the product life cycles shorten and immediate distribution become imperative. As business is increasing its globalization, alliances among multinational firms are becoming more popular. Cooperation between international firms can take many forms such as, cross-licensing of proprietary technology, sharing of production facilities, co-funding of research projects, and marketing of each other's products using existing distribution networks (Griffin and Pustay, 2005). Such forms of cooperation are known as strategic alliances, business arrangements whereby two or more firms choose to cooperate for their mutual benefit. A joint venture is a specific and more formal type of strategic alliance.

2.1 Defining International Joint Venture (IJV)

An international joint venture (IJV) is a special type of strategic alliance in which two or more companies from different countries join together to create a new business entity that is legally separate and distinct from its parents. Joint ventures are normally established as corporations and are owned by the founding parents in whatever proportions they negotiate. Although unequal ownership is common, many are owned equally by the founding firms (Berger, 1999).

Here is also a definition adapted from Shenkar and Zeira (1987):

1 it is a separate legal organisational entity, and belongs entirely to neither/none of its parent;

2 it is jointly controlled by its parent;

3 these parents are legally independent of each other;

4 the headquarters of at least one parent is located outside the country in which the IJV operates.

As stated some IJVs are formed on an equity basis, more flexible arrangements may depend on contract cooperation without involving the legal commitments of equity. Some IJVs may have more than two parents. In general, the more parents the greater the administrative complexities and the greater the problem of managing the project. Sometimes, both (or all) parents are located outside the IJV country. For example, Coca Cola (Vietnam) was started as an IJV between Coca Cola (USA) and a Singaporean bottler; originally it did not employ any Vietnamese managers, as a result the company needed to deal with cultural difference (Beamish, 1985).

In terms of the construction industry, joint venture has been seen as a tool for improving the performance of the construction process and emphasizes the way it helps to create synergy and maximize the effectiveness of each participant's resources (Barlow et al., 1997).

The Construction Industry Institute defines joint ventures as a long-term commitment between two or more organisations for the purpose of achieving specific business objectives by maximizing the effectiveness of each participant's resources. This requires changing traditional relationships to a shared culture without regard to organisational boundaries. The relationship is based upon trust, dedication to common goals, and an understanding of each other's individual expectations and values (Barlow et al. 1997). To date, joint venture is understood as a set of collaborative processes, which emphasizes the importance of common goals. The base of joint venture is a high level of interorganisational trust and the presence of mutually beneficial goals. Joint venture means a management process that helps the strategic planning to improve the efficiency of the enterprises, and forms a team with common objectives (Barlow et al. 1997). Participants of a project can improve performance in terms of cost, time, quality, build ability, fitness-to-purpose, and a whole of range of other criteria, if they adopt more collaborative ways of working (Bresnen and Marshall 2000). Barlow et al. (1997) mentions six successful factors of joint venture: building trust, teambuilding, the need for top level commitment, the importance of individuals, the strategic movement of key personnel, and the need for open and flexible communications. The same authors quote as common benefits in a joint venture relation: reduced costs, shortened delivery time, improvement in construction quality, better working atmosphere, and organisational learning. Joint venture classifications focus on the duration of cooperation between partners. This dissertation will be used as a case study to explore the extent and native of these benefits in practice.

Two main types of joint venture are found in literature: project joint venture and strategic joint venture or long-term joint venture. Project joint venture is a cooperative relationship between organisations for the duration of a specific project (Barlow et al. 1997). At the end of the project, the relationship is terminated and another joint venture may commence on the next project (Kumaraswamy and Matthews 2000). Welling and Kamann (2001) state that if these firms do not meet again in another project, the learning effect reached on the particular project will be eliminated. Strategic joint venture is a relationship with a high level of cooperation between partners (Barlow et al. 1997), which takes place when two or more firms use joint venture on a long term basis to undertake more than one construction project, or some continuing activity (Kumaraswamy and Matthews 2000). In this kind of joint venture, the learning achieved in a specific project is more likely to be used in future projects. In the context of a strategic joint venture, it becomes a management philosophy that is expected to work continuously for each and every project and there are more expectations from team members than for a project joint venture (Cheng and Li 2001). The type of TNC JV is the strategic joint venture where Thai and Japanese Partner are focusing on the long term goal.

2.2 Seeing Joint Ventures as a Foreign Market Entry and Development Strategy

Joint ventures are sometimes viewed as a second (or even third) best option for supplying a foreign market-being used only when government regulations (e.g. ownership and export controls, restrictions on royalty payments, etc.) prevent the establishment of wholly owned subsidiaries, exports, or licensing. Indeed, there are major problems that arise in the planning, negotiation, and management of international joint ventures. Despite such difficulties, it is widely recognised in the literature that there are important strategic and competitive advantages that may be derived from successful joint venture agreements, and such collaboration may be a first option in certain circumstances (Kenichi Ohmae, 1985). Connolly (1984), for example, argued that the assets of developed-country multinational enterprises (capital, foreign exchange, technology, management, and marketing skills, etc.) and developing-country firms (lower costs, greater familiarity with local markets, etc.) are complementary, and that the combination of these assets in a joint venture results in mutual benefits. This can be seen in the case of TNC. Similarly, Contractor (1984) argued that the loss of control and the sharing of profits inherent in equity joint ventures is more than compensated for by the expertise and capital contribution of the local partner; contacts with government officials; faster entry into the market; and risk reduction. Harrigan (1984, 1985) argued that joint ventures should not be seen as a hiding place or a sign of weakness. Rather, if organized properly, joint ventures would be a source of competitive advantage, a means of defending existing strategic positions against forces too strong for one firm to withstand itself or as a means of implementing changes in strategic postures (e.g. diversification access to technology). Joint ventures allow each partner to concentrate their resources in areas of expertise, while enabling diversification into attractive but unfamiliar business areas. Overall, Harrigan (1984, 1985) concludes that joint ventures are important strategic weapon in responding to the challenges of global competition.

2.3 Reasons for forming the IJV

The partners (Thai and Japanese) may have shared interests in forming an IJV which give both opportunities to

5 create greater market power by combining resources;(Bell, 1996)

6 reduce risk by sharing costs (costs of investment and production are shared);

7 reap economies of scale;

8 cooperate and avoid competition , which might incur greater costs than those incurred by agreeing to the IJV (the IJV is an alliance that restricts your own capacity for independent action, but also restricts that of your partner); (Contractor & Lorange, 1988).

In general, though, most IJVs offer parents different opportunities which arise from their different environments. A project might offer the foreign parent access to a local market, and the local parent access to the international market. According to (thailandoutlook.com), in 1997 two securities companies, the Premier Group of Thailand and SBC Warburg, formed a joint venture designed to provide Warburg with local expertise and Premier with international access.

Furthermore, the foreign parent needs to meet the host government's requirements for doing business in the country (in this case the Thai Government). For instance, a foreign company is only permitted to operate in the country if ownership is shared with a local company. The IJV offers the foreign parent opportunities to learn about local marketing conditions and to gain access to local resources, including production facilities, labour, and materials. For the local parent these are opportunities to generate upstream and downstream industries. For instance, the development of an IJV pulp mill encourages local entrepreneurs to increase logging facilities and to invest in paper manufacture. The local government benefits by opportunities to encourage foreign investment. Also, the foreign parent may be allowed to take only minority ownership, and must fulfil conditions regarding local employment, technology transfer, purchase of local materials, etc (Chowdhury, 1992).

2.4 Factors influencing IJV success and failure

The more that the company depends upon the strategic alliance in order to achieve its strategic goal, the more it invests in the success of the alliance. In the case of TNCJV this means investing to find the ideal partner. Finding the ideal partner takes time and effort, and the greater the importance that the firm gives to this selection process, the greater the chances of success (Geringer 1991).

Hung's (1992) study of Canadian companies operating in South-East Asia found that "the most often mentioned difficulty is to get the right partner company, one which has compatible objectives and is trustworthy". Therefore, trust is one of the most important parts of forming the IJV. Trust factors then will be reviewed:

2.4.1 Trust between the parents

The project is more likely to succeed when each parent trusts that the other is genuinely committed to the project and will do its best to abide by all agreements between them (Demirbag & Mirza, 2000).

When more partners trust each other, the easier they find it to reach agreement on internal arrangements:

1 applying the same strategic priorities to planning;

2 management style, and systems;

3 systems for communicating between the parents, the IJV, and parents; within the IJV; and with the environment

4 factors associated with business interests, goals, impact of size, timescale

5 assessments of IJV success and failure: project evaluation, both ongoing and upon termination.

(Demirbag & Mirza, 2000)

2.4.2 Mistrust between parents, and the environment

Mistrust arises from

13 inadequate planning;

14 communication problems between parents (Thai and Japanese in this case)

15 wide differences in the national and organisational cultures of the parents;

16 one parent changing its attitude to the project in response to its own internal changes - e.g., a new strategy, a new CEO;

17 one parent changing its attitude to the project in response to changes in its business environment.

To take the final point: both parents operate in their own volatile business environment. Their local markets and competition differ. They are subject to different local political, social, and economic pressures. These environmental differences make any alliance inherently unstable (Geringer, 1988).

According to Mikio Kunisawa Representative Director of Nishimatsu Construction (HQ in Japan), TNC had a full order book including a heavy work load and the prospect of many new projects during year 2005-2006 period. However, the situation at year-end is somewhat different from his expectation, particularly for Nishimatsu's Bangkok Office, and TNC now faces a challenge to maintain the business levels of the previous years (2006). The primary factor affecting business confidence is the continuing general political instability in Thailand, including an inconclusive general election and the resulting postponement of government decisions regarding infrastructure and development projects (thailandoutlook.com). In the light of this uncertain situation, the forecast indicator for economic growth in Thailand has been revised downward. A further effect has been a downturn in business confidence within the private sector, reducing planned investments in the industrial and real estate sectors (thainishimatsu.com). This situation could then establish uncertainty between the parent company and the environment they face.

These factors of environmental uncertainty might be the reason for focusing only on short-term alliances with highly specific goals. The partners might use an initial limited alliance in order to test the possibilities for a greater commitment and to build trust (Harrigan, 1985). This also has implications for communication. Each partner needs to communicate information about its own environment and to develop knowledge of the other's.

2.4.3 Trust within the project

A project succeeds when project staff trusts each other and when persons posted from the two parents develop a synergetic relationship. Before project operations start, a shared project culture is fostered by mixing staff from the parents in groups, where they work together on project planning. They exchange non-critical technological and business data (Harrigan, 1985).

A lack of trust arises when

18 staff join the project ignorant of the needs and interests of their colleagues from the other parent;

19 local staff feel threatened by a stronger foreign parent;

20 conflict arise from human resource and technology transfer policies (one parent cannot supply the skills to which it is committed);

21 cultural differences are exploited.

2.4.4 Trust between the project staff and their parent

A project succeeds when staff posted to it feels confident of the support of their headquarters. Mistrust arises when promised support fails to materialize, or staff feel that their long-term career prospects with the company are in jeopardy. A project is also undermined when top management fails to communicate its goal effectively within the organisation. Subordinate levels perceive it as a drain on their resources, and give it a minimum of attention (Kachara & Hebert, 1999).

2.4.5 Similar business interests

The potential partners are more likely to work together effectively when they have related interests. The parents of successful IJVs have similar interests and belong to similar or complementary sectors. When both contribute and learn from the other, fruitful cooperation is possible. Companies in the same industry form alliances when they hope to benefit from discrepancies in technology, systems, and markets (Kogut, 1988). By 1993, joint ventures parented by the Swiss food firm, Nestle, included alliances with Coca Cola (canned coffee and tea drinks), General mills (cereals), and two companies in the people's Republic of China (a coffee and creamer plant, an infant formula and milk powder plant).

2.4.6 Compatibility in size

Incompatibility in the size of the parents is important when one uses its greater resources to dominate the project in its own interests alone. However, the development of business by Internet and other electronic media means the business can expand (and contract) in a very short time, and the size of staffing complements and physical resources is no longer an accurate guide to a firm's financial and knowledge power (Kachra & Hebert, 1999).

The research of a foreign direct investment in Japan discovered that the attitude taken by the Japanese bureaucracy was influenced by such factors as the investor's care for its relationship with the government, the profitability of the IJV, the foreign parent's commitment, timing and location, and technology transfer issues. However, "the size of the investor does not seem to matter much" (Thawley, 1996).

2.4.7 Compatibility in timescale

The parents need to share a timescale. Suppose that Parents A and B are both prepared to invest in five years' development costs. The project is set fair. But contradictions arise when Parent A aims at reinvesting profits made during the initial period whereas Parent B wants a quick return from its investments (Li, 1995).

2.5 Culture influencing IJV success and failure

2.5.1 Cultural dimensions by Hofstede

Cultural distance between partners and its impact on IJV performance has so far been the most commonly reviewed variable. The distance has usually been expressed multi-dimensionally (based on Hofstedé (1980) four cultural dimensions and an index developed by Kogut and Singh (1988)). Cultural similarity decreases problems caused by cultural issues (e.g. different norms of behaviour and productivity, measurement and goals related to performance) and should facilitate trust and cooperation between partners. Barkema and Vermeulen (1997) tried to analyse in more detail the impact of culture on IJV performance. Using the five different cultural dimensions by Hofstede - power distance, uncertainty avoidance, individualism, masculinity, and long term orientation - the authors expected that there would be differences in the impact of various dimensions. Differences in uncertainty avoidance are difficult to cope with because they imply differences in how people perceive opportunities and threats in their environment and how they act upon them (Schneider & Meyer, 1991). In high uncertainty avoidance countries organisations tend to respond to uncertainty by building up a system of high formalization and hierarchy. In low uncertainty avoidance countries people are more attracted to flexible, ad hoc structures that leave more room for improvisation and negotiation. Differences in uncertainty avoidance lead to differences in how partners perceive and respond to events in the environment of the IJV, which will likely breed disagreement and disputes between the partners, and have a detrimental impact on the IJVs performance. Power distance and individualism directly bear on issues of internal integration and influence relationships with personnel, such as the choice of control forms, reward systems. Management of personnel is usually one of the first activities to be left to the local partner. There is also evidence that MNCs do not transfer cultural values related to power distance and individualism to their foreign subsidiaries (Soeters & Schreuder, 1988). Thus tensions between the partners with differences along these dimensions may be avoided. Shenkar and Zeira (1992) suggest that having partners from both "feminine" and "masculine" cultures may even benefit the IJV. The aggressive attitude of one partner and the relationship orientation of the other may complement each other rather than collide. The above discussion suggests that differences in uncertainty avoidance would be more important than the other three dimensions. The empirical results by Barkema and Vermeulen (1997) supported the expectations: uncertainty avoidance and long-term orientation had greater differential negative impact on IJV survival than masculinity, while the two other dimensions (individualism and power distance) had no impact. What concerns the Asian context it can be said that all potential Asian cultures have rather similar cultural profile. This profile includes rather few layers of decision-making, more risk taking, greater group emphasis, and higher concern for relationships (Swierczek & Hirsch, 1994). This can be applied to TNC where Thai and Japanese culture share some similarities.

One culture can influence how willing one is to trust a possible joint venture partner. In terms of culture, the Japanese tend to be somewhat introverted in their ways. They generally are not receptive to outsiders. When conducting business with Japanese, it is important to note that relationships and loyalty to the group is critical for success.

(http://www.geert-hofstede.com/hofstede_japan.shtml)

According to Hofsted Cultural Dimension Scores, the score of Japan is dramatically different from other Asian Countries. Masculinity in Japan is the highest characteristic. The lowest ranking factor is Individualism, which coincides with their high ranking in Uncertainty Avoidance. Japan is a more collectivist culture that avoids risks and shows little value for personal freedom.

(http://www.geert-hofstede.com/hofstede_thailand.shtml)

In contrast, Thailand's lowest Dimension is Individualism (IDV). A low score, as Thailand has, indicates the society is Collectivist as compared to Individualist which this score is even lower than Japanese. It can be said that this is manifest in a close long-term commitment to the member 'group', is that a family, extended family, or extended relationships. Furthermore, the main different category compared to Japanese Dimension is Masculinity which ranks the lowest among the Asian Countries. This lower level is indicative of a society with less assertiveness and competitiveness, as compared to one where these values are considered more important and significant. This situation also reinforces more traditional male and female roles within the population.

2.5.2 Compatibility between national cultures

Ones culture also influences ones perception of the environmental factors discussed above; whether your business interests are similar (or in conflict), whether your goals are complementary, whether differences in size are important, what timescale should apply. In theory, partners are more likely to agree on these points when cultures are compatible. That is, joint ventures formed by parents of similar cultures stands a greater chance of succeeding than those based on between dissimilar cultures (Wille, 1988).

2.5.3 Different organisational cultures

If the organisational cultures of the two parents vary widely, a successful alliance might not be possible. However, this is not always the case. In the situation of TNC, the organisational culture of parent can be advantagous because the understanding of National Culture also affects the performance.

When talks designed to lead to strategic alliance between Mitsubishi of Japan and Daimler-Benz of Germany broke down, the following report was made:

"Analysts say the match has been strained from the beginning because the companies have fundamentally different structures. Daimler-Benz, a much smaller company than Mitsubishi, has traditionally had a close knit management structure that has tended to set out clear strategic goals and forge ahead. Mitsubishi, an amorphous conglomerate of several large companies, has moved much more cautiously with internal factions often disagreeing over broader policy." (Yamawaki, 1995).

The companies were unable to overcome differences in their strategies, structures, and organisational cultures.

Staff posted to the project from the two parents is more likely to work well together when their organisational cultures are similar. This does not mean that they should be identical - an impossible condition. Rather, there must be a sense of comfort about how the other does the business, a willingness to work together and learn, and needs for shared solutions (Fedor & Werther, 1997).

2.5.4 How the IJV affects the parent organisational cultures

Parenting an IJV project can influence the culture of the parent headquarters by creating new spirit of "internationalism." This is ADVANTAGOUS when headquarters staff benefit from an influx of new ideas and technologies, and develop new knowledge of the opportunities offered I the environment.

It is DISADVANTAGOUS when the outflow of staff to the IJV (and inflow of replacements) impairs internal cohesion. A positive culture is weakened when staff feels pressured by responsibilities for which they have no training and experience. Supporters of the project are isolated. Planning and operating the IJV influences the organisational culture of the parent headquarters. In order to respond to problems and opportunities arising from parenting the project, headquarters streamlines and reorganizes its structures (Siddall et al., 1992).

2.6 Motivational Perspectives between Thai and Japanese

One's motives are major determinants of one's behaviour. If the company can understand the employee's motives, they can influence their employee's behaviour. To motivate others is one of the most important management tasks. It comprises the abilities to understand what drives people, to communicate, to involve, to challenge, to encourage, to set an example, to develop and coach, to obtain feedback, and to provide a just reward. According to (Find Ref), "Motivation is about cultivating your human capital. The challenge lies not it the work itself, but in you, the person who creates and manages the work environment." However, to motivate people in different culture might be difficult if the level of motivation is not the same. Ref describes how different culture might be perceived differently. Scandinavian cultures (Sweden, Norway, Finland, and Denmark) place a high value on quality of life and social needs. European and Anglo-American cultures place a high value on productivity, efficiency, and individual self-actualisation. Chinese culture values collectivism and community activity higher than individualism (Same Ref).

According to Maslow's hierarchy of needs, he theorised that people have successive layers of needs, and that as each lower layer is satisfied, then the person moves on to the next layer up. The following diagram will explain how the model works:

(Maslow's hierarchy of needs model from Maslow, 1943)

The lowest layer is that of physiological needs. It is the need to eat, sleep, stay warm, use the bathroom, etc. The second layer is safety (the need to have physical and psychological security, such as wanting the presence of law and keeping a job). The third layer is that of love and belonging (being the need to be part of a family, group, or gang). Some would say that this third layer is very much a Japanese domain, where belonging to a group seems to take priority over the achievement of higher layers. According to (Japanese Ref), he raises the question that "How many times have you seen very capable people like Japanese deny themselves a fuller career due to their desire to stay with some smaller company on the basis that it is their 'family?'" The Japanese always put the top priority to their company. The fourth layer is that of self esteem and status. This is where high-achievers dwell, and are able to distinguish themselves commercially and professionally. The fifth layer is "Actualization." According to Wikipedia.com, it gives the following description (extract): "Self actualized people embrace the facts and realities of the world rather than denying or avoiding them. They are spontaneous in their ideas and actions. They are creative. They are interested in solving problems, which often includes the problems of others."

The interesting point to make here is whether Thai and Japanese have the same level in Maslow's hierarchy of needs. At TNC, different level of needs might bring the conflict in interactive situations, for example, between Japanese employer and Thai employee, the model may need to be adopted in its applications among differing cultures. Even though the culture of Thailand and Japan might be similar, it does not mean that they would have the same desire or expectation.

Based on the literature review, the definition of IJV, and reasons for forming the JV have been illustrated. Factors including cultural differences between Thai and Japanese, and different motivational perspectives were explained. However, it is essential and vital to discover how these factors affect TNC employees based on their perception. In Chapter 4, findings and analysis from the interview will be examined.

Internet marketing joint ventures

A joint venture is as:
The most powerful marketing concept that ever existed.

Why of joint ventures?
Because it is the fastest way to start to grow and a profitable business and at the same time remove all the risk.

Is a joint venture not a merger between 2 parties, a general partnership, an ongoing business agreement? It's not that you buy someone company or vice versa, nor is it an equity-sharing or equity position in anybody's company. Rich Scheffren

The various types of joint ventures.
JVs for product creation.
JVs for list building.
JVs for promotion.
JVs for brainstorming.
JVs once programs.

The joint venture marketing system shows you:-
"How to legally (and ethically) siphon off" cash from others companies... and let love it.

Is the power of joint venturing...Knowing the right people, the business community to you opens.

Joint ventures Internet marketing to do for you:-.

JVs can solve common problems that business owners face...
You have a product, but nobody sell it...
Entrepreneurs need help – 1 man business

The benefits of a joint venture.

The list is immense, so I will mention a few:

You can build long-term business relationships.
Increase your credibility by teaming with other reputable, brand-name company.
Get free products and services.
Joint venture deals with little or no money to construct.
New leads and customers.
Beat your competition.
Grow and expand your business quickly.
A depression to survive the recession or the weak economy.
I like the most is your ally if your competitor is.
And there are so many more benefits...

Ever wondered what is the fastest, easiest and most profitable way for your company to build.

The answer is:

Joint ventures

Joint ventures or J. V's, as you are
known-allows you to:-.

1) Get lots of buying customers in minutes.
2) Create your own large lists of buyers.
(3) Money generate risk free.
4) Leverage other peoples business.
5) Create massive income spikes.

How to estimate labor in wall construction

When is a developer by design, its important to estimate the labor requirement in wall construction. Ideally should determine the length of the wall of the manpower required. If work in foundations are not as labor-intensive as works first floor upwards. This means that the developer needs to think clearly on how work is performed to make an informed decision about the cost of setting up the wall.

On average, a Mason and two unskilled workers can build forty-five meters from masonry or brickwork up to a reasonable level. Therefore reduced when to estimate important to note his laboratory in wall construction that work as the wall height increased. That good, it noted that walls should be built no more than four or five courses per day. The mortar joints are wet and spongy, thus is up too much weight.

The estimate for the work in the wall construction is achieved by the above formula. The general process of erection can continue while the use of materials, to avoid waste. Cement or lime mortar should be mixed with water before use. It should be no more than forty minutes due to loss of strength. Walls should be cured continuously. This is with a hose or watering can. It can be protected by Hessian sheeting in hot weather.

Estimated labor in wall construction should be adequately, satisfactory to build. Workers should rake in mortar joints and clean the rubble caused after a working day with no additional pay. While the estimate is only an estimate that important client, different offers compare, before he his mind who to choose. The developer should check comparison cross around different sites for processing.

So that it is? See what it is

The joint is the simplest form of carpentry. If the end of a square-cut (90 degrees) piece of lumber (# 1) needs to face of the other flat Board (# 2), (# 1) his piece simply attached "Butts" in the face of the other Board (# 2). Is construction adhesive required or as a butt joint, have hardware, the fortifications to be no real integrity wood glue used sometimes as well.

They are used extensively in house framing. Squared end cuts the dimensional framing Lumber--2 by 4's and 2's 6 for the wall design, and 2 out of 8 and 2 for 10's of building floor joist framework-butted in external Board faces, and fastened with nails or screws.

If you are binding to do nail wall framing work is the Carpenter nail butt joints with a method called "Toe nail", meaning simply by the end of the Board at a 45 degree angle, the two boards together like a "T". Floor joist butt joints require typically of "joist hanger", which are galvanized or galvanized steel brackets that act like a saddle.

It should be noted that boards joined together with these joints are not always square cut.

Roof trusses are a good example and traverses demand generally different fixtures. Roof truss boards linked together usually with steel plates, the tiny spikes or "Tine" on you. The steel plates are stamped that way in the factory.

This steel plates are simple the whole intersection of the joint, bind the two boards hammered together and sometimes with nails or screws.

Smaller versions of this steel plates that connect the seams together on smaller wood projects, called "fixing plates".

Mending plates have generally counterproductive sunk holes in you, to use screws, the fixing plate is placed on the butt joint screwed into place.

Simplified design guidelines for a house builder in alluvial plains

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Before starting construction we should choose the contractor-

He should essentially have a Mobile No and should be traceable.

He should have good organizational skills if he has more sites otherwise he should have the capacity to work with his own hand.

He should know how many labors should be there during any day/stage of construction and he must be able to organize that.

He should know what work is to be done and how.

He should anticipate material consumption and convey its requirement to the owner for it 4-7 days in advance.

Check out his slab subcontractor.

Pre-Work Essentials-

These must be ensured to optimize the contractor's performance on site and to save overall time untangling the sequential constructional web.

ice to authorities- Give at least a week's notice to authorities about commencement of construction.

Contractors Ensure you have finalized all your contractors so that all things are clear and no contractor passively refers you any other.

Cleaning the site- Site should be cleared of its bushes, weeds, old malba, fauna droppings etc.

Water Connection- Temporary Water Connection is a must at this stage to moisten soil.

Electrical Connection- Required if there is work in night shifts/woodwork/motor.

Temporary Haudi- Water tank to store reserve water. It is economic to make a permanent tiled water tank, which can be covered-up later on. Water Bowser should be ordered if water is not available.

Temporary Store- Should be planned at an optimum position and partitioned for chowkidar to avoid mishandling. Instead of Chowkidar, Building Clerk-cum-Caretaker (Diploma Holder) should be appointed at remuneration of 5000/- pm subject to a max of ½% of building cost.

Raw Material Area- Should be laid where there is enough space for unloading and stacking of raw materials distance and displacement wise nearest to the center of gravity of the proposed construction.

Mortar Platform- Should be laid at ¾th the distance between raw material area and the center of gravity of the proposed construction in temporary brickwork 1:8.

Documents- A copy of the building plan, sanction letter and working drawings, site order book, bill folder packet, pen, pencil, sharpener, eraser, stapler, staples, tape and 3' plastic laminate roll, should always be present on the site carefully stored with the caretaker.

Materials Required- Bricks (1500-3000) could be easily retrieved later. 1 iron door set with a lock & 3 keys (or 2 door sets if chowkidar's chamber is separate) worth Rs 700-800 and 4-8 steel chadders/angles/bolts. Pipes (Including flexible), tap, nipple and motor tanker, if water supply is low.

Works till DPC Stage-

Determination of Excavated Volumatrix-v

This is an essential stage since it determines the exact shape of the building's foundation and can be managed without requirement of any bulk raw material.

Pegs (Burji) & Marks- Pegs are small temporary brick piers in mud mortar to ensure proper centerline distance as specified in Working Drawings. They should be stable and generally placed 2-5' outside the superstructure/circulation area to avoid its breakage or misplacement. DPC Level or multi-foot vertical reference offset is marked horizontally on internal side of peripheral pegs only to create a virtual horizontally leveled XY Plane on site higher than the would-be stacked excavated soil. Recron 3s (12mm filament length) 125 g per bag of cement is recommended to avoid dampness.

Center-Lining- The contractor shall mark proper centerlines in order to ensure proper spacing between the walls of the house. He must do it after grooving the soil if it is dry and windy since the marks could be lost. Centerlines of the columns should be done in white color and walls in red powder preferably.

Materials required- Holi Colors/Choona/Stone Dust/Brick Choora, Peg (Killi)/12 mm Æ steel bar, 200-1000 Bricks@ Rs_____per_____bricks, Water@ Rs_____per____litres tanker. Rate 24/125 g bag

Offsetting- Lines parallel to the centerlines at a distance to accommodate PCC (after excavation later on) are traced out (trimmed at intersections) marked in a different color. Offsetting distance varies from 9"(Boundary wall in hard soil/rock strata) to 4'(column base for soft/marshy soil as the case may be).

Note- Center-lining and offsetting stage are partially applicable in raft foundations for basement.

Excavation- Excavation is done in two ways. For bulk excavation JCBs are employed to save time. Survey determining soil's bearing capacity should be done to avoid useless expenditure. Excavation is generally done in stages and soil's bearing capacity should be determined there also. During excavation, a temporary staircase in and convenient position is dug for approach. The level difference in column footing/9" wall/4" wall/boundary wall foundation is adjusted by beveling the level difference 3" in favor of the deeper excavation at an angle of 35° thereafter.

Stacking of soil- The excavated soil should be put in position where there are larger (Mitti@Rs______per___cft.

Plinth Beam- Before laying plinth beams, RWP, SWP and WWP stacks should be properly erected and fixed with outlet below the plinth beam. Plinth beams are required in case of non-consistency of brickwork below, incase of earthquake-prone zones, unequal soil bearing capacity, or to even out load of the unequally loaded building equally in the foundation. It ranges from 3"x3" to 18"x18" in section. Design of the beam including stirrup spacing should be properly adhered to. Single unbroken (least overlap) beam on site is recommended for economy. In other words they should be single entities running across each other. Plinth Beams should be properly tied to columns by cross tie with at least 3 mm Æ wire or welded. Properly tied ply/wood stops (rok) should be employed. Vibrator 10 No Nozzle is recommended to settle the mix. Plinth beam can be assumed as DPC in the manner below.

Materials Required 15 mm (av) Stone Ballast (Rori)@Rs______per___cft, Stone Dust (Badarpur)@Rs______per___cft, Cement (43 Grade OPC)@Rs____per bag and Steel @Rs _____per kg.

Damp Proof Course- It is applied to prevent water seepage inside the wall from the ground. It consists 1" thick layer of 1:2:4 mortar mixed with 1kg of waterproofing compound per bag cement. Thereafter it is covered with bitumen or tape Crete. Get your measurements checked to extract residual covered area.

Materials Required 15 mm (average) Stone Ballast (Vapsi Rori)@Rs______per___cft, Stone Dust(1½ No)@Rs_____per___cft, Cement (43 Grade OPC)@Rs____per bag, Additive @ Rs____per kg, Bitumen/tapecrete @Rs____per kg & Steel @Rs ___per kg.

NOTE Any feedback during problems encountered, feedback, and autosuggestion are welcome.

Works in superstructure-

Doorframe Erection- Doorframes are erected and checked by contractor with the help of plumb line on both the front and side edges and level checking on the top. Overall, this horizontal leveling is done with the help of siphon equipment at 6'-9½" at the underside of the door panel top (unless otherwise mentioned). Door choukhats should be embedded 1½"-3" below the finishing floor level preferably with aluminum box containing termite resistant pesticide which can be injected in future by keeping a small rubber tube inside the choukhats groove (pataam).

Erection of Columns- Before erecting the column, verify with plumb line. Column filling should be maximum 3½' at any stage. Load bearing columns are raised first to complete the frame while framing columns are erected either with iron strips inside or after the walls are constructed leaving a saw-tooth gap. It should be rodded to prevent air gaps. Columns should be cured properly.

Erection of Walls- Walls should be erected in level and plumb line. Brickwork is laid header over stretcher. The top layers or unfinished layers should be in headers only. In 9" walls stretcher brick should have header joints at ¼ and ¾ lengths and alternate header has joint above and below at ½ it's length. In other words there should not be any joint over joint at all. Windows should be laid with leveling at sill level mentioned in the window details. 4½" brick walls all vertically alternating stretchers should be completed (1:4 mortar) topped with flat every 4 courses. Holdfasts should be embedded in brick itself. Rori filling should be avoided as far as possible. Circular walls with radius less than 7'-6' should be constructed in tapered headers. 45° joints should have x-lapped bricks at pointed (225°) end of 1" beveled brick. Walls partially ending in sloping slabs along it's length like staircase etc. should have transverse steel bars at 9"-3' intervals. Bricks adjoining lintels are subject to strain hence should be packed properly. All walls especially west and south faces should be cured with water

Braced Walls- These are complex wall designs consisting of varying wall thickness at various lengths and heights. They are designed to create ambient display spaces, maximize utilizable area of any room, to minimalize furniture, save on structural costs etc. Its foundation's top course generally equals maximum wall thickness. Headers and stretchers should be carefully placed. Any requirement of the showcase etc should be discussed. All walls especially west and south faces should be cured with water

Materials Required Bricks@ Rs_____per_____bricks, Stone Dust (Badarpur)@Rs______per___cft, and Cement (43 Grade OPC)@Rs____per bag.

Lintel Level- Lintels beams are provided to transfer segmental load to load bearing zones. Quality control of mix is to be strictly maintained. Shuttering should be removed only after loading the lintels. Construction of the walls can be carried out in 1:7 mortar and top 2 courses should transit to 1:2 mortar. They should be cured properly.

Pre-Roof Laying Stage

Before laying roof slab, we should ensure the following;

The Shuttering- The Shuttering is tied & leveled properly. The logs (ballis) shouldn't be particularly supported on broken bricks but on jointed planks (phattas) smaller one resting on the top of the larger one. Before laying shuttering, we should ensure that the ground is leveled, compacted and free from moisture. Alternatively PCC can be laid in advance to prevent this problem.

Materials Required Shuttering Ballies, Phattas, Nails, Rental Costs@Rs_____per_____per_____.

Contractor's Response-The slab subcontractor should be cooperative and chalk out day of roof laying only after checking of reinforcement. He should instruct his labor not to throw residual mortar piling up near pad position or arrange steel plates in that area.

Matrix Sequence- Put the beams reinforcement, ceiling designs, and electrical box's peripheral marks first, get it checked and put the slab reinforcement afterwards. This will avoid cutting of the slab reinforcement (jaal) and incremental wastage of the same in pretext of overlapping. This will also prevent relocation of the jaal when electrician puts his boxes. Alternatively, beam's lower reinforcement can be laid with stirrups, loose grid laid, and covered with top bars completing beam reinforcement. This works well for naturally smaller beams probabilistically. Beams/Column and Beam/Beam ties should be done with thicker wires (1-2mmf) or welded.

Warn the bar-binder- See whether the alternate cranking of the bars in slabs is properly done otherwise the bars may break. The angle of cranking of the bars should be close to 30°.

Steel @Rs _____per kg. Binding Charges@Rs_____per kg

ENSURE THAT- The slab subcontractor should be cooperative and chalk out the day of roof laying only after green signal given after checking of reinforcement. He should instruct his labor not to throw residual mortar piling up near pad position or arrange steel plates in that area. The labor of the slab contractor should be organized in getting the raw materials, mixing them, lifting them and putting them in destination. It is the joint responsibility of the contractor and the roof sub contractor to manage the labor.

watch out carefully- The slab subcontractor shall try to cast a slab in his mortar-landing area in pretext of arranging a permanent roof for you. This is to be prevented at every cost. Lay 6-10 Steel Planks there and throw down the accumulated aggregate.

Levels indicating slab thickness should be marked with brick blocks at places. In raised portions of ceiling such as ceiling designs, there should be overlap equal to the slab thickness sloping down at an angle of 30°.

Roof slab casting- Roof mix should contain optimum water for clinker setting. A mix upto 1:2½:4 by volume is recommended in RCC. 60 mm nozzle is recommended for vibration done keeping it parallel to the roof slab and pulling backwards and repeating it every 1' thereafter.

Materials Required 15 mm (av) Stone Ballast (Rori)@Rs______per___cft, Stone Dust (Badarpur)@Rs______per___cft, Cement (43 Grade OPC)@Rs____per bag and Steel @Rs _____per kg.

Roof slab should be kept under cool water for 7 days. Shuttering can be removed after 21 days.

Plastering Stage:

Pre-Plastering- Before plastering, we must ensure that all the conduits have been laid out in place and at no point the conduits including bends, tees etc, are projected beyond the wall level. There should not be any crossover/adjacency of electric pipe with phone/security/cable pipes/water pipes. Any brick gaps should be filled with tapered brick with narrow edge first thus auto packing the mortar. Brick-RCC joints including lintels should be lapped with chicken mesh. Level of the pipes and switch boxes must be ensured. Roof base /column face, if cast over/in steel plates, should be tucked (taanka) to enable plaster grip. Ceiling plastering is generally done first. Walls should be watered before commencement of plastering. Areas for kutcha plaster should be determined before the plaster itself hence tile levels and cladded areas in exteriors must be identified before application. Skirting level should be decided in advance for plaster to be left. Recron 3s (6mm filament length) 125 g per bag of cement is recommended to avoid honeycombing and crack formation of plaster only.

Before plastering the contractor should determine the finished plaster level so that expensive POP work could be avoided wherever it is not required. He should use plank (phanti) for larger and (gurmala) for leveling application undulations. Plaster should be 12 mm 1:4 for ceiling & 1:6 for interior walls, 18 mm 1:6 for exterior walls. Any tiled/cladded portion should be kutchcha left with broom marks for tiling.

Materials Jamuna Sand)@Rs______per___cft, Stone Dust (Badarpur)@Rs______per___cft, and Cement (43 Grade OPC)@Rs____per bag.@25/125g bag

Flooring Stage:

PCC Layer- PCC is to be applied before flooring. It consists of a horizontal Jamuna sand bed beveling down 7.5" deep in 1' periphery adjoining the walls. Before laying Jamuna sand, we should ensure that all the earth is neatly leveled and clean. Jamuna sand (1-2" thick) is filled and leveled. Thereafter brick ballast is filled and rammed. A layer is then filled after which flooring as per specification and levels is put.

Materials Jamuna Sand)@Rs______per___cft, Stone Dust (Badarpur)@Rs______per___cft, and Cement (43 Grade OPC)@Rs____per bag.

NOTE Any feedback during problems encountered, feedback, and autosuggestion are welcome.

"Building blocks" construction methodology and earthquake - 2005

It was not the earthquake. The inferior design methodology, more than 85,000 people was killed. People have begun what is worse, construction of their houses using the old technique put the stone walls. Cement is recycled as mortar for stone wall, and you have failed, learned the lessons from the recent devastating earthquake. Detailed analysis of the damaged structures showed that stone wall with cement mortar or mud was the main cause of the victims.

Construction of stone masonry villas, the using / recycling construction materials such as GI cover plates and wood will be the most cost-efficient and realistic and workable approach for future construction of damaged houses and easily accessible rubble of collapsed houses.

The core which the GoP's assistance to the affected households in urban and rural areas should cash grants for basic housing assistance. The grants should be in installments based on levels of design, technical support for the introduction of the seismic features of local governments and/or provincial line agencies. Should certain categories of grant making administration easy. In this system are households able to use their own work, use hired labour or give to rehabilitate an agreement with a partner organization/NGO or to reconstruct their homes. Close monitoring of reconstruction processes be assumed crucial.

The purpose of this practical reconstruction strategy is the rural Kaïcha new houses through reuse of the rubble of the collapsed building debris disposal 9000 million rupees lower and the local capacity building in earthquake resistant construction techniques to maximize.

The configuration is recognized in modern techniques to design earthquake-proof building. Configuration has to do with shape and size of the building. Inevitably shape and size to a large extent determined (or influence) the type, shape, position, size, location and most other aspects of the structural approach.

As mentioned, the main culprit and the principle is the full or partial collapse of buildings cause of deaths in the recent earthquake. About 95 percent of deaths, but are first and foremost by the collapse of the weak masonry buildings (Adobe, quarry stone or rammed earth) or un-reinforced brick and concrete block walls that collapsed are caused.

Another factor is the irregular geometric shape of the buildings. Most modern buildings collapsed in Rawalakot during the recent earthquake but the six-sided polygon ancient temple built hundreds of years ago on the basis of certain principles formed construction. Dome Hexagon Basic, essential and perfect form of buildings, seismic forces evenly in all directions to dissipate and are confident in the event of natural disasters. Irregular forms result in unequal distribution of forces which buildings tend to reduce.

Too many buildings poor construction of practices and irregular geometric shapes could be attributed to the severe damage. The primary structural elements are the walls. Therefore the failure of this masonry walls in out-of-plane bending and in-plane shear caused structural collapse or damage. Wind shear cracks observed masonry and mortar were stone. Many commercial buildings of the frame and plate reinforced concrete structure with brickwork have reduced or suffered extensive damage in all earthquake.

Non-earthquake resistant design philosophy is strong in collapse of the 11-storey residential apartment buildings in the Margalla towers complex Islamabad, built 10 years ago observed. The building has a cellar and basement is therefore a soft storey as shown in the image. The soft storey concept is very dangerous in earthquake.

It is again a matter of principle for building owners and architects to understand design and construct a building in earthquake one elementary factor to consider more vulnerable area, the size and shape. Other factors such as the height of a building in an earthquake (the horizontal forces exhibits) is analogous to the length of a cantilever. It goes without saying that high earthquake resisting problem exponentially, all other things are equally increases. Altitude affects the natural vibrant period of the building. The higher the building of the extended its period. Depending on the type of the earthquake and type of founding soil increase the period may be increased or the response of the building. Limit the ratio of height and width, the overturning keeps problem within reasonable limits. In particular to large overturning moments on narrow tracks high compressive forces to external columns result. These can be very difficult to treat.

An important feature is missing in the collapsed buildings is your symmetry. This feature applies to horizontal plan form and vertical elevation shape. There are many cases of incorrect symmetry observed, where the center of mass of the building do not coincide with the Centre of resistance despite the outward appearance of the building can be symmetric. The temple shows Dalmighty in its symmetry.

Another draws redundancy cheap earthquake-proof structures. Redundant structures offer more load paths so that the premature failure would result in one (or few) elements to the disastrous and sudden collapse of the building. The best positions of the vertical elements for resisting horizontal loads is at the perimeter of the building. This is because such places greatest provide resisting overturning moment arm moments. A detail of non-structural method for the infill block walls produced often short columns. These columns absorb more than to bend your expected share lateral loads of earthquakes, leading to failure. Separation joints are used in buildings for several reasons. If this is the joint between the adjacent parts of the building done, to avoid hammering an earthquake be sufficiently wide. Another problem with isolation joints addressed you will cross is the flexibility of the mechanical services, since the joint.

The generally accepted good earthquake-proof design is aimed to achieve 'Failure' (or recovery) of the beam before failure of the adjacent column. This feature describes weak beam strong column. The common obstacle to this feature is desirable spandrel beam at the perimeter of a building. These are very deep often for architectural reasons and quite embarrassing for the structural design.