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

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

CORC > 兰州理工大学 > 兰州理工大学 > 土木工程学院

	Reliability Comparison of Passive Dissipation Structure based on Random and Monte Carlo Analysis
	He Qingguang; Du Yongfeng
	2011
关键词	dissipation structure random vibration pseudo-excitation structure reliability
卷号	71-78
DOI	10.4028/www.scientific.net/AMM.71-78.1902
页码	1902-1906
英文摘要	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.
会议录	FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8
会议录出版者	TRANS TECH PUBLICATIONS LTD
会议录出版地	LAUBLSRUTISTR 24, CH-8717 STAFA-ZURICH, SWITZERLAND
语种	英语
WOS研究方向	Construction & Building Technology ; Engineering ; Materials Science
WOS记录号	WOS:000307034500377
内容类型	会议论文
源URL	[http://119.78.100.223/handle/2XXMBERH/37462]
专题	土木工程学院
通讯作者	He Qingguang
作者单位	Lanzhou Univ Technol, Inst Earthquake Protect & Disaster Mitigat, Lanzhou, Peoples R China
推荐引用方式 GB/T 7714	He Qingguang,Du Yongfeng. Reliability Comparison of Passive Dissipation Structure based on Random and Monte Carlo Analysis[C]. 见:.