국제초고층학회논문집 (International Journal of High-Rise Buildings)

  • 제10권3호
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  • Pages.165-171
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  • 2021
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  • 2234-7224(pISSN)
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  • 2288-9930(eISSN)
한국초고층도시건축학회 (Council on Tall Building and Urban Habitat Korea)
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Challenge in the Structural Design of Suzhou IFS

  • Zhou, Jianlong (East China Architectural Design & Research Institute Co., Ltd.) ;
  • Huang, Yongqiang (East China Architectural Design & Research Institute Co., Ltd.)
  • 발행 : 2021.09.15
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초록

Core-outrigger-mega frame system is used in Suzhou IFS with 95-story, 450 m-tall, which is beyond Chinese code limit. Besides simple introduction on design principle, structure system and analysis, key techniques including performance based design criteria, frame shear ratio, capacity check of mega column, human comfort criteria under wind induced vibration and TSD design were presented in details for reference of similar super tall building design.

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참고문헌

  1. RWDI (2010). Wind tunnel test super high-rise project in Suzhou industrial park 271 super high-rise project [R].
  2. GB 50011-2010: Code for seismic design of building[S]. Beijing: China building industry press, Beijing, China
  3. JGJ3-2010: Technical specification for concrete structures of tall building[S]. Beijing: China building industry press, Beijing, China
  4. Taranath, Bungale S.(2011). Structural analysis and design of tall buildings: steel and composite construction [M]. CRC Press, New York, USA