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
会议日期	August 22, 2011 - August 23, 2011
会议地点	Shangri-La, China
关键词	Civil engineering Monte Carlo methods Numerical methods Vibration analysis Dynamic reliability Monte carlo analysis Monte Carlo approach Numerical solution method Performance functions Pseudo excitation methods Pseudo-excitation Random response Random response analysis Random vibrations Statistical parameters Structure reliability Structure-based Time dependent 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. © (2011) Trans Tech Publications.
会议录	Applied Mechanics and Materials
会议录出版者	Trans Tech Publications, P.O. Box 1254, Clausthal-Zellerfeld, D-38670, Germany
语种	英语
ISSN号	16609336
内容类型	会议论文
源URL	[http://ir.lut.edu.cn/handle/2XXMBERH/116321]
专题	土木工程学院
作者单位	Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou, 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:. Shangri-La, China. August 22, 2011 - August 23, 2011.