摘要
本文将地震作用由随机场简化为随机过程,针对软土地基的动力特征,结合可靠度理论与随机振动理论,运用累积损伤模型对场地非确定的地震响应进行了动力可靠性分析。
Earthquake effect is simplified to be a stochastic process in stead of being a random field effect in this paper. We presumed that the damage of soil material under the stochastic load is an accumulated effect caused by loads at different levels and that the damage probability of the field is the sum of the one of many soil elements. With reliability theory and stochastic vibration theory, we put forward a dynamic relaiability analysis method and then analyze the undetermined earthquake effect on the field, using an accumulated damage model.
出处
《结构工程师》
2000年第4期29-32,42,共5页
Structural Engineers
关键词
地震响应
动力可靠性
累积损伤模型
软土地基
earthquake effect, random field, stochastic process, probability, dynamic reliabili- ty analysis, FEM