摘要
利用风荷载作用下的高层、高耸建筑结构动响应特性 ,采用振型分解法并结合《建筑结构荷载规范》推导出结构动力响应统计参数的计算公式 ;根据随机振动的极值理论 ,利用得到的统计参数 ,采用正态分布法计算了抗风结构在一次强风作用下的动力可靠度 ;并通过风荷载出现频率的泊松分布假设 ,分析得到了抗风结构在设计基准期内的动力可靠度计算公式 .算例证明此方法计算简单 。
According to the dynamic characteristics, the statistic response parameters of the tall building (high-rise building) resisting wind loading were obtained based on the codes and modal decomposed method. The structural dynamic reliability under a gusty wind was acquired with the theory of the extreme values and the normal distribution method. The occurring frequency of the wind loading was assumed to obey the Poisson distribution, then the method for calculating the dynamic reliability of structures resisting the wind loading in the reference period was obtained. This method is easy to use.
出处
《大连理工大学学报》
EI
CAS
CSCD
北大核心
2002年第2期208-212,共5页
Journal of Dalian University of Technology
基金
高等学校博士学科点专项科研基金资助项目 (980 14 12 4l
国家自然科学基金资助项目 (5 98780 0 8)
