具有随机强度结构的概率极限分析

Probability limit analysis of structures with stochastic strength variations

提出了具有随机强度结构的概率极限分析定理：ＰＫ（Ｗ）ＰＲ（Ｗ）ＰＳ（Ｗ）．

A theorem of probability limit analysis for structures with stochastic strength variations is presented in this paper:P K(W)≤P R(W)≤P S(W).Some examples are given for confirming this theorem.