摘要
在虚拟激励法的基础上推导了多高层建筑结构剪切层模型在地震作用下层间相对位移和层地震剪力的自功率谱密度函数的解析表达,通过数值积分获得层间相对位移和层地震剪力的各阶谱矩和标准差,基于随机动力响应过程跨越安全界限次数为泊松过程和两态马尔可夫过程的假设,计算了层间相对位移和层地震剪力的动力可靠度,并用Matlab语言编制了动力可靠度的计算程序。算例表明该方法是高效的和有效的。
The auto-PSD function analytic solutions of interstorey drift and storey shearing force of multi-storey and high building structural storey model are derived on the basis of pseudo-excitation algorithm.The auto-PSD function moments and standard deviation of interstorey drift and storey shearing force are calculated by numerical integral method.Supposed that the number of random dynamic response passing safe limitation is poison process or two states Markov process,the dynamic reliabilities of interstorey drift and storey shearing force are achieved by the computation program made with the Matlab language. The numerical results indicate that the approach is efficient and effective.
出处
《西北地震学报》
CSCD
北大核心
2009年第3期248-253,共6页
Northwestern Seismological Journal
基金
广西青年科学基金(桂科青0832015)
广西工学院青年科学资金(500204)
关键词
动力可靠度
虚拟激励法
多高层建筑结构
层间位移
层剪力
Dynamic reliability
Pseudo-excitation algorithm
Multi-storey and high building structures
Interstorey drif
Storey shearing force