摘要
本文对框架轻板建筑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。文中用这个方法对实际工程进行了计算,并将结果与文献的Monte-carlo数值模拟法计算结果作了比较。
A kind of method for the analysis of nonlinear stochastic earthquake response and reliability of light—weight panel framed buildings is presented in this paper. This method is based on the modified method of eqivalent lineavization. Numerical examples are given and the result is also. Compared with those obtained by Monte-Carol method.
出处
《交通科学与工程》
1993年第3期64-69,共6页
Journal of Transport Science and Engineering
关键词
框架轻板
地震
可靠性
light—weight panel frame
earthquake
reliability
