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- W2370292420 abstract "Gradient optimization method is combined with finite element method to solve reliability problem with implicit performance function.By giving examples,dominant failure modes of system stiffness of semi-rigid steel frame are analyzed and compared with that of its corresponding rigid frame.The PNET method is adopted to discuss the effect of connection stiffness and P-Δ effect on the reliability of system stiffness of semi-rigid frame.The results show that dominant failure mode of system stiffness of semi-rigid steel frame is the interstorey drift and the same as that of its corresponding rigid frame;the semi-rigid connections have an important effect on the reliability of structural system stiffness and increase the effect of P-Δ effect on system reliability." @default.
- W2370292420 created "2016-06-24" @default.
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- W2370292420 date "2010-01-01" @default.
- W2370292420 modified "2023-09-23" @default.
- W2370292420 title "Reliability Analysis of System Stiffness of Semi-rigid Steel Frame" @default.
- W2370292420 hasPublicationYear "2010" @default.
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