摘要
基于在（ｔ，ｔ十θ△ｔ）时段内结构加速度响应呈线性变化的假设，提出了分析具有随机参数结构体系的时程可靠度方法，并通过例题，用ＭｏｎｔｅＣａｒｌｏ方法进行了验证．
In this paper. a history reliability method for the structural systems with uncertain parameters is presented based on the assumption that the acceleration responses vary linearly over the time interval from t to ι+O△ι. The proposed method has been used in an example, and a comparison is made with Monte Carlo simulations.
出处
《天津大学学报》
EI
CAS
CSCD
1994年第2期242-246,共5页
Journal of Tianjin University(Science and Technology)
关键词
时程可靠度
随机系统
结构力学
history reliability, uncertain system, linear acceleration
