论文部分内容阅读
针对钢筋混凝土结构，在建立相对简易的非线性断裂破坏模型的基础上，提出并发展了迭代统计线性化的方法（ＩＳＬＭ），解决了其结构的非线性随机动力响应问题。
Based on the establishment of a relatively simple non-linear fracture failure model for reinforced concrete structures, an iterative statistical linearization method (ISLM) is proposed and developed to solve the nonlinear stochastic dynamic response of the structure.