摘要
本文用M.C.法求解铁路T形梁的多表达式极限状态方程的可靠指标。用数值法说明,就工程观点而言,将它化成中性轴位于上缘板内的单一方程式处理,误差较小并能使问题简化。
with the multi-limit state function,it is difficult to calculate reliability of railway concrete T-beam by general method.In this paper M.C.method is used to achieve this purpose.The M.C.result has made it clear that by simplifing the multi-function into simplex one we can satisfy the engineering needs.
出处
《长沙铁道学院学报》
CSCD
1990年第2期49-54,共6页
Journal of Changsha Railway University
