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针对结构可靠性分析中重要的方法之一———蒙特卡洛模拟方法 ,本文提出了一种计算分布参数灵敏度的新方法 ,此方法不需要新的抽样产生或失效标准的重新评估。同时对该方法进行了举例说明
Aiming at the Monte Carlo simulation method, one of the most important methods in structural reliability analysis, this paper presents a new method to calculate the sensitivity of distribution parameters. This method does not require new sampling generation or re-evaluation of failure criteria. At the same time, this method is illustrated