期刊文献+

利用累积损伤模型分析场地地震响应的动力可靠性

Study on Random Dynamic Reliability of Site Seismic Response
下载PDF
导出
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.
机构地区 同济大学
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
  • 相关文献

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部