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As it is not enough to assess the integral reliability of the complex 3D high arch dam-foundation system just from local damage in the deterministic analysis, the improved response surface method is firstly introduced to get the failure possibility of individual uncertain factor, and then PNET method to fix the integral reliability considering several uncertain factors. Then the main works are presented...
Structural reliability refers to the probability of structure perform its required functions under stated conditions for a specified period of time, Monte Carlo method and response surface method are used to analyze the structural reliability combine with a example, the feasibility of analyzing reliability with ANSYS software is verified, advantage of response surface method is shown by comparison...
The structural reliability means the probability of structure to accomplish the prearranged capability in required time and conditions. In this paper, firstly, taken a board structure and completed its structural reliability analysis respectively with the Monte-Carlo and response surface method, which verified the feasibility for probability design in ANSYS, and the advantages of response surface...
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