QQ客服 官方微博 反馈留言

	Non-stationary seismic response analysis of base-isolated buildings with many hysteretic devices
	Ma, C. F.; Zhang, Y. H.; Tan, P.; Kennedy, D.; Williams, F. W.; Zhou, F. L.
刊名	COMPUTERS & STRUCTURES
	2013
卷号	123页码:39-47
关键词	Non-stationary Base-isolated buildings Equivalent linearization method Pseudo excitation method Reduction of hysteretic components
ISSN号	0045-7949
URL标识	查看原文
内容类型	期刊论文
URI标识	http://www.corc.org.cn/handle/1471x/4540273
专题	大连理工大学
作者单位	1.Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Fac Vehicle Engn & Mech, Dalian 116023, Peoples R China. 2.Guangzhou Univ, Earthquake Engn Res & Test Ctr, Guangzhou 510405, Guangdong, Peoples R China. 3.Cardiff Univ, Cardiff Sch Engn, Cardiff CF24 3AA, S Glam, Wales. 4.Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Fac Vehicle Engn & Mech, Dalian 116023, Peoples R China. 5.Guangzhou Univ, Earthquake Engn Res & Test Ctr, Guangzhou 510405, Guangdong, Peoples R China.
推荐引用方式 GB/T 7714	Ma, C. F.,Zhang, Y. H.,Tan, P.,et al. Non-stationary seismic response analysis of base-isolated buildings with many hysteretic devices[J]. COMPUTERS & STRUCTURES,2013,123:39-47.
APA	Ma, C. F.,Zhang, Y. H.,Tan, P.,Kennedy, D.,Williams, F. W.,&Zhou, F. L..(2013).Non-stationary seismic response analysis of base-isolated buildings with many hysteretic devices.COMPUTERS & STRUCTURES,123,39-47.
MLA	Ma, C. F.,et al."Non-stationary seismic response analysis of base-isolated buildings with many hysteretic devices".COMPUTERS & STRUCTURES 123(2013):39-47.

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。