Reliability Comparison of Passive Dissipation Structure based on Random and Monte Carlo Analysis
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.
Dongye Sun, Wen-Pei Sung and Ran Chen
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