【摘要】 本文对多层砖房进行了概率性的非线性地震反应分析。对这种结构提出一个基于改进的等效线性化的地震可靠性分析方法,并用这个方法对两个实际工程进行了计算,而且将结果和用蒙特-卡诺(Monte-Carlo)数值模拟法计算的结果作了比较。更多还原

【Abstract】 A kind of method for the analysis of nonlinear stochastic earthquake response and reliability of multi-storey brick buildings is presented in this paper. This method is based on the modified method of eqivalent linearization. Two numerical examples are given and the results are also compared with those obtained by Monte-Carlo method.更多还原