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. |
个性服务 |
查看访问统计 |
相关权益政策 |
暂无数据 |
收藏/分享 |
除非特别说明,本系统中所有内容都受版权保护,并保留所有权利。
修改评论