顾明, 叶丰. 高层建筑风致响应的简化分析方法[J]. 工程力学, 2006, 23(8): 57-61,4.
引用本文: 顾明, 叶丰. 高层建筑风致响应的简化分析方法[J]. 工程力学, 2006, 23(8): 57-61,4.
GU Ming, YE Feng. SIMPLIFIED ANALYSIS METHOD FOR WIND INDUCED RESPONSES OF TALL BUILDINGS[J]. Engineering Mechanics, 2006, 23(8): 57-61,4.
Citation: GU Ming, YE Feng. SIMPLIFIED ANALYSIS METHOD FOR WIND INDUCED RESPONSES OF TALL BUILDINGS[J]. Engineering Mechanics, 2006, 23(8): 57-61,4.

高层建筑风致响应的简化分析方法

SIMPLIFIED ANALYSIS METHOD FOR WIND INDUCED RESPONSES OF TALL BUILDINGS

  • 摘要: 简化高层建筑风致响应的计算对实际工程和规范应用均具重要意义.对高层建筑风致响应的简化计算方法进行了研究.定义了背景响应修正因子,并根据试验结果和对典型建筑风致响应的分析,给出了典型高层建筑的背景响应修正因子的建议取值.在对共振响应计算进行简化研究时,引入等效风谱技术,并给出了等效相干系数的新的表达式.提出的方法可以大大简化高层建筑风致响应的计算,并具有很高的精度.

     

    Abstract: Simplifying the computational process of wind induced responses of tall buildings is very important for practical purpose and code applications.This paper thus focuses on the simplified method for wind induced responses of tall buildings.A background response modification factor is defined and the values of typical tall buildings are derived based on the previous wind tunnel experimental results obtained by the authors and detailed analyses of wind induced responses of typical tall buildings.For the simplification of resonant responses,the equivalent wind spectrum technique is adopted and a new formula of equivalent coherence coefficient is proposed.Numerical simulations of typical tall buildings indicate that the simplified method proposed in the present paper can be conveniently used for estimation of wind induced responses of tall buildings with high accuracy.

     

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