半解析蒙特卡罗方法
Through compare the result of the PNET Method and Monte Carlo Method, It prove feasibility in calculate the reliability analysis of semi-rigid node steel frame. It is also provided availability reference based on the reliability optimizes design.
本文方法和Monte Carlo法的计算结果进行了比较,证明了这种方法在求解钢框架结构可靠度问题时的可行性,并为以后基于可靠性分析的优化设计方法研究提供有价值的参考。
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