Abstract
The number and size of construction works overseas is increasing, including high-rise buildings and other large structures. Since unlike Japan most foreign countries have no problems with earthquakes, wind load is considered as an important external force for design. Therefore when a Japanese company has concluded a contract for construction abroad, there are sometimes problems in calculating wind load. This is often caused by lack of knowledge regarding the codes of practice of the country or a difference in opnion between local consultants.
The following report gives an outline of foreign wind loading codes, and problems concerning their application based on previous experiences of the writer.
