Simulation Based Stochastic Analysis of a Dynamic System
This paper presents a stochastic reliability analysis framework for calculating the system-level first-pas sage probability of the structural responses of multi-degree-of-freedom structural systems.This framework employs a Monte Carlo simulation (MCS)-based first-passage probability estimation technique in which a structural dynamic analysis is performed in each simulation realization.The framework is applied toa simple 16-story steelframe structure, and the first-passage probability of 16 locations and the series system passage probability of the entire system have been estimated.The effect of the dependency between the structural re sponses is considered, and the improvements that need to be made to the presented framework in the future worksare discussed.
Won-hee Kang Chunwei Zhang Yan Yu
Institute for Infrastructure Engineering, University of Western Sydney, Australia School of Electronic Science and Technology, Dalian University of Technology, China
国际会议
哈尔滨
英文
490-496
2013-07-06(万方平台首次上网日期,不代表论文的发表时间)