Seismic Reliability Analysis of Hydraulic Aqueduct with Maximum Entropy Method

Abstract:

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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.

Info:

Periodical:

Advanced Materials Research (Volumes 282-283)

Edited by:

Helen Zhang and David Jin

Pages:

120-123

DOI:

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

Citation:

Y. J. Li and J. G. Xu, "Seismic Reliability Analysis of Hydraulic Aqueduct with Maximum Entropy Method", Advanced Materials Research, Vols. 282-283, pp. 120-123, 2011

Online since:

July 2011

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Price:

$35.00

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