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자료유형
학술저널
저자정보
Tanaka, Hideyuki (Environmental Engineering Department, Takenaka Research & Development Institute, Takenaka Corporation) Tamura, Yukio (Department of Architecture, Tokyo Polytechnic University) Ohtake, Kazuo (Environmental Engineering Department, Takenaka Research & Development Institute, Takenaka Corporation) Nakai, Masayoshi (Advanced Structural Engineering Department, Takenaka Corporation) Kim, Yong Chul (School of Architecture, Seoul National University of Science and Technology) Bandi, Eswara Kumar (Department of Architecture, Tokyo Polytechnic University)
저널정보
한국초고층도시건축학회 International journal of high-rise buildings International journal of high-rise buildings 제2권 제3호
발행연도
2013.1
수록면
213 - 228 (16page)

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Tall buildings have been traditionally designed to be symmetric rectangular, triangular or circular in plan, in order to avoid excessive seismic-induced torsional vibrations due to eccentricity, especially in seismic-prone regions like Japan. However, recent tall building design has been released from the spell of compulsory symmetric shape design, and free-style design is increasing. This is mainly due to architects' and structural designers' challenging demands for novel and unconventional expressions. Another important aspect is that rather complicated sectional shapes are basically good with regard to aerodynamic properties for crosswind excitations, which are a key issue in tall-building wind-resistant design. A series of wind tunnel experiments and numerical simulation have been carried out to determine aerodynamic forces and wind pressures acting on tall building models with various configurations: corner cut, setbacks, helical and so on. Dynamic wind-induced response analyses of these models have also been conducted. The results of these experiments have led to comprehensive understanding of the aerodynamic characteristics of tall buildings with various configurations.

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