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Wind-induced response of high-rise buildings Effects of corner cuts or openings in square buildings
AbstractCharacteristics of both the wind forces acting on, and the responses of a square building with chamfered corners or openings are investigated. The wind forces acting on the building are obtained from the wind tunnel tests. The responses of the building are calculated through the employment of modal analysis, which uses the results of the wind tunnel tests. In this study, the importance of the correlation of the wind forces in X and Y-axis for the response analysis is addressed.
Wind-induced response of high-rise buildings Effects of corner cuts or openings in square buildings
AbstractCharacteristics of both the wind forces acting on, and the responses of a square building with chamfered corners or openings are investigated. The wind forces acting on the building are obtained from the wind tunnel tests. The responses of the building are calculated through the employment of modal analysis, which uses the results of the wind tunnel tests. In this study, the importance of the correlation of the wind forces in X and Y-axis for the response analysis is addressed.
Wind-induced response of high-rise buildings Effects of corner cuts or openings in square buildings
Miyashita, Koichi (author) / Katagiri, Junji (author) / Nakamura, Osamu (author) / Ohkuma, Takeshi (author) / Tamura, Yukio (author) / Itoh, Masaru (author) / Mimachi, Tadashi (author)
Journal of Wind Engineering and Industrial Aerodynamics ; 50 ; 319-328
1993-01-01
10 pages
Article (Journal)
Electronic Resource
English
Wind-induced response of high-rise buildings effects of corner cuts or openings in square buildings
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