Seismic Reliability Analysis of Hydraulic Aqueduct with Maximum Entropy Method

Yu Jun Li; Jian Guo Xu

doi:10.4028/www.scientific.net/AMR.282-283.120

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 282-283Seismic Reliability Analysis of Hydraulic Aqueduct...

Seismic Reliability Analysis of Hydraulic Aqueduct with Maximum Entropy Method

Abstract:

With the thin-wall dynamic analytical model of aqueduct for fluid-structure coupling, the seismic reliability of aqueduct is studied. In this model the influence of the bend-torsion coupling, water-structure coupling and nonlinear rubber bearing isolation are all taken into consideration. Based on the type of site soil, the artificial seismic waves are created. In accordance with the maximum entropy principle and the measured data of structural internal force under earthquake, the reliability distribution function and the aqueduct reliability are calculated.

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Periodical:

Advanced Materials Research (Volumes 282-283)

Pages:

120-123

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.282-283.120

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Online since:

July 2011

Authors:

Yu Jun Li, Jian Guo Xu

Keywords:

Dynamic Model, Earthquake Response, Earthquake Wave, Maximum Entropy Method, Probability Density Function

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References

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