Seismic Reliability Analysis of Complex Structure

Zhi Yong Zhang; Wen Bo Huang; Yue Fa Zhou; Tian Shu Song

doi:10.4028/www.scientific.net/AMR.446-449.2321

Paper Titles

Experimental Study on Seismic Behavior of High-Rise RC Shear Wall with Diagonal Web Reinforcement
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Application and Implementation of Ecological Design for Single Building
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Seismic Fragility Analysis of Reinforced Concrete Frames with Service Life
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Dynamic Stress Concentration of Underground Lined Cavities in Different Distance under Incident Plane SV Wave
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Seismic Reliability Analysis of Complex Structure
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Seismic Damage Analyses of Staircases in RC Frame Structures
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The Seismic Performance Study of Steel Pipe Concrete Column in the Absence of Beam Floor System
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Study on Blasting Seismic Effect of Tunnel in Fault Formation
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Study on Mechanical Behavior of the Key Components of High-Level Transfer Frame-Shear Wall Structure with Steel-Lead Viscoelastic Dampers
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Seismic Reliability Analysis of Complex Structure

Seismic Reliability Analysis of Complex Structure

Abstract:

The seismic reliability analysis of complex structure is carried out based on the response surface method and finite element method. Firstly, the appropriate design points are selected based on the mean values and standard deviations of the basic random variables. Secondly, the finite element method is employed to obtain the values of the limit state function of the complex structure. Thirdly, with selected design points and the obtained values of the limit state function of the complex structure, a polynomial function is constructed to approximate the original implicit limit state function. Then, with the established explicit polynomial limit state function and available methods of structural reliability analysis, the seismic reliability of the complex structure is estimated. Numerical analyses show that the established method is simple to use for the evaluation of the reliability analysis of complex structure.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

2321-2325

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.2321

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Online since:

January 2012

Authors:

Zhi Yong Zhang, Wen Bo Huang, Yue Fa Zhou, Tian Shu Song

Keywords:

Complex Structure, Finite Element Method (FEM), Response Surface Method (RSM), Seismic Reliability

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References

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