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Abstract:
In this paper, Gauss-legendre integral formulation and Gauss-legendre integral points estimation method are proposed to solve the reliability of stochastic structure under seismic excitation, based on the first-passage method modified by Vanmarcke. Numerical simulation shows that Gauss-legendre integral method is only suitable for system whose dimension is less than 4, offering great precision and higher computational efficiency. By contrast, Gauss-legendre integral points estimate method possesses excellent precision and much higher computational efficiency. Both the mean and variation coefficient of structural reliability solved by those two methods are converged with increase in variability coefficient of structure parameters. ©, 2015, Nanjing University of Aeronautics an Astronautics. All right reserved.
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Source :
Journal of Vibration Engineering
ISSN: 1004-4523
Year: 2015
Issue: 2
Volume: 28
Page: 211-216
Cited Count:
SCOPUS Cited Count: 2
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 5
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