국제초고층학회논문집 (International Journal of High-Rise Buildings)
- 제1권3호
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- Pages.155-167
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- 2012
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- 2234-7224(pISSN)
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- 2288-9930(eISSN)
DOI QR Code
Performance-Based Seismic Design for High-Rise Buildings in Japan
- Nakai, Masayoshi (Advanced Structural Engineering Department, Takenaka Corporation) ;
- Koshika, Norihide (Kobori Research Complex Inc.) ;
- Kawano, Kenichi (Structural Engineering Group, A/E Design Division, Kajima Corporation) ;
- Hirakawa, Kiyoaki (Structural Engineering Section, Building Design Department, Takenaka Corporation) ;
- Wada, Akira (Architectural Institute of Japan, Tokyo Institute of Technology)
- 발행 : 2012.09.30
초록
This paper introduces the outlines of review and approval processes, general criteria and usual practices taken in Japan for the seismic design of high-rise buildings. The structural calculations are based on time-history analyses followed by performance evaluations. This paper also introduces structural design of two high-rise buildings: one is a 100 m high reinforced concrete residential building, and the other is a 300 m high steel building for mixed use.
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