【摘要】 对砌体结构进行了概率性的非线性地震反应分析，提出了一个基于改进的等效线性化的地震可靠性分析方法。用这个方法对实际工程进行了计算，所得结果与Monte－carlo数值模拟法计算结果相近。更多还原

【Abstract】 A method for the analysis of nonlinear stochastic earthquake response and reliability on masonry structures is presented in this paper. This method is based on the modified method of equivalentlinearization. Numerical examples are given and the result is approximate to those obtained by MonteCarlo method.更多还原