抗震结构时变动力可靠度分析的随机过程法

Stochastic Method on Time Dependent Dynamic Reliability Analysis of Aseismatic Structures

研究单自由度随机时变结构的动力响应，在地震荷载作用下，分别采用Ｐｏｉｓｓｏｎ过程，Ｍａｒｋｏｖ过程和Ｗｉｅｎｅｒ过程法研究了时变动力可靠度的首次超越问题。

The dynamic response of time dependent structure with single degree of freedom and the first passage of time dependent reliability under earthquake load effection are analyzed. The formula of time dependent reliability is given also based on Poisson, Markov and Wiener random process respectively in this paper.