Reliability Comparison of Passive Dissipation Structure based on Random and Monte Carlo Analysis

Abstract:

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Random response of dissipation structure was obtained by means of pseudo-excitation method, and dynamic reliability was analyzed based on random response analysis. In contract that time-dependent reliability was studied by use of Monte Carlo approach. A numerical solution method with iterative analysis procedure for implicit performance function was applied to carry out the relevant statistical parameters. A 6-storey building as an example was analyzed to compare the two methods about reliability.

Info:

Periodical:

Edited by:

Dongye Sun, Wen-Pei Sung and Ran Chen

Pages:

1902-1906

DOI:

10.4028/www.scientific.net/AMM.71-78.1902

Citation:

Q. G. He and Y. F. Du, "Reliability Comparison of Passive Dissipation Structure based on Random and Monte Carlo Analysis", Applied Mechanics and Materials, Vols. 71-78, pp. 1902-1906, 2011

Online since:

July 2011

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$35.00

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