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超高层建筑结构抗风设计综述 被引量:2

Summary of Wind Resistance Design of Super High-Rise Building Structures
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摘要 由于超高层建筑的高、柔特性,所以结构对风荷载十分敏感,风振效应及舒适度是超高层建筑结构设计中不可忽视的问题。主要介绍超高层建筑抗风设计中的问题,包括风荷载取值、风振效应、结构舒适度指标以及振动控制方法与应用。对于体形规则、质量分布均匀的超高层建筑,我国规范提出了风振效应和舒适度的简化计算方法。对于结构形式复杂的超高层建筑,结构的风振效应和舒适度往往通过风洞试验确定。控制超高层建筑风致振动有两种方法:通过空气动力学优化结构形态;采取结构控制措施,包括被动控制、主动控制、混合控制以及锚索控制等。
作者 黄彬辉 Huang Binhui
出处 《上海建设科技》 2019年第2期4-9,共6页 Shanghai Construction Science & Technology
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  • 1汪大绥,周建龙,袁兴方.上海环球金融中心结构设计[J].建筑结构,2007,37(5):8-12. 被引量:31
  • 2GB50009-2001,建筑结构荷载规范[S].2006.
  • 3Yin Zhou, Ahsan Kareem. Gust Loading Factor: New Model [ J]. Journal of Structural Engineering,2001,127(2):168- 175.
  • 4Freeman S A, Nicoletti J P, Tyrdl J V. Evaluation of Existing Buildings for Seismic Risk a Case Study of Puget Sound Naval Shipyard [C]. Bremerton, Washington, Proc. 1st U. S. National Conf. Earthquake Engng, EERI, Berkley, 1975 : 113 - 122.
  • 5SEAOC Vision 2000 Committee. Performance-Based Seismic Engineering [ S ]. Report Prepared by Structural Engineering Association of California, Sacramento, California, U S A, 1995.
  • 6R Scott Lawson. Nonlinear Static Push-Over Analysis Why, When and How? [ C ]. Pro. 5th U. S National Conference on Earthquake Engineering,1994:283 - 292.
  • 7Georgiou P N. Design wind speeds in Tropical Cyclone- Prone Regions[ D ]. Ontario, Canada: University of Western Ontario, 1985.
  • 8Kepert Jeff. The dynamics of boundary layer jets within the tropical cyclone core: part I: linear theory [ J ]. Journal of the Atmospheric Science, 2001, 58 ( 17 ) : 2469 -2484.
  • 9Viekery Peter, Masters Forrest, Powell Mark, et al. Hurricane hazard modeling : the past, present, and future [ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 2009, 97 (7/8) : 392-405.
  • 10Miyashita Koichi, Katagiri Junji, Nakamura Osamu, et al. Wind induced response of high-rise buildings: effects of corner cuts or openings in square buildings [ J ]. Journal of Wind Engineering and Industrial Aerodynamics, 1993 ( 50 ) : 319-328.

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