摘要
结构可靠度作为一种预测结构破坏的量化形式,现已得到广泛运用。根据实际工程的需要,采用合适的可靠度计算方法非常重要。论文通过对结构可靠度的Monte Carlo法的具体方法,如直接抽样法、重要抽样法、方向抽样法和基于神经网络的Monte Carlo法进行了分析,得出了各种计算方法的特点。
The structural reliability analysis has been widely applied as a quantitative form to predict the structure damage. According to the practical engineering demand,it is very important to choose the right method.In this paper,many specific Monte Carlo methods ,such as direct sampling method, important sampling method,direction sampling method and Monte Carlo method based on neutral network are studied and obtain the characteristics of the corresponding method.
出处
《工程建设与设计》
2012年第12期83-84,共2页
Construction & Design for Engineering
