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Performance-based Wind-resistant Design for High-rise Structures in Japan

  • Nakai, Masayoshi (Advanced Structural Engineering Department, Takenaka Corporation) ;
  • Hirakawa, Kiyoaki (Structural Engineering Section, Building Design Department, Osaka Main Office, Takenaka Corporation) ;
  • Yamanaka, Masayuki (Design Department, Head Office, Obayashi Corporation) ;
  • Okuda, Hirofumi (Structural Engineering Department, Technical Research Institute, Obayashi Corporation) ;
  • Konishi, Atsuo (Structural Engineering Department, Nikken Sekkei Ltd.)
  • Published : 2013.09.30

Abstract

This paper introduces the current status of high-rise building design in Japan, with reference to some recent projects. Firstly, the design approval system and procedures for high-rise buildings and structures in Japan are introduced. Then, performance-based wind-resistant design of a 300 m-high building, Abeno Harukas, is introduced, where building configuration, superstructure systems and various damping devices are sophisticatedly integrated to ensure a higher level of safety and comfort against wind actions. Next, design of a 213 m-high building is introduced with special attention to habitability against the wind-induced horizontal motion. Finally, performance-based wind-resistant design of a 634 m-high tower, Tokyo Sky Tree, is introduced. For this structure, the core column system was adopted to satisfy the strict design requirements due to the severest level of seismic excitations and wind actions.

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