NUMERICAL SIMULATION AND MODEL TEST OF OF MULTI-TOWER TALL BUILDING CONNECTED WITH DAMPED OVERHEAD CORRIDOR

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	NUMERICAL SIMULATION AND MODEL TEST OF OF MULTI-TOWER TALL BUILDING CONNECTED WITH DAMPED OVERHEAD CORRIDOR
	Du, Yong-Feng; Li, Chun-Feng; Wang, Wen-Min
	2010
关键词	Seismic vibration control of structures Response of corridor connected tall building Vibration damping of structures High-rise building Aseismatic design
页码	2033-2040
英文摘要	This paper presents an investigation into analysis and vibration mitigation of multi-tower tall structures connected with overhead corridor (TSCOC). The effect of connection style and stiffness on the dynamic characteristic and seismic response of the structure is investigated. Aimed at the weak connected TSCOC structure with damper at one end, a finite element analysis model is presented and numerical simulation is performed accordingly. A model structure has been fabricated, and an impulse hammer test and a dynamic sweep sine test are carried out, respectively. The result shows that the flexible connection structure with a damper has a better vibration mitigation effect.
会议录	PROCEEDINGS OF THE ELEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOL I AND II
会议录出版者	SCIENCE PRESS BEIJING
会议录出版地	16 DONGHUANGCHENGGEN NORTH ST, BEIJING 100707, PEOPLES R CHINA
语种	英语
WOS研究方向	Construction & Building Technology ; Engineering ; Materials Science
WOS记录号	WOS:000292890601132
内容类型	会议论文
源URL	[http://119.78.100.223/handle/2XXMBERH/37706]
专题	土木工程学院
通讯作者	Du, Yong-Feng
作者单位	Lanzhou Univ Technol, Western Ctr Disaster Mitigat Civil Engn, Minist Educ, Lanzhou 730050, Peoples R China
推荐引用方式 GB/T 7714	Du, Yong-Feng,Li, Chun-Feng,Wang, Wen-Min. NUMERICAL SIMULATION AND MODEL TEST OF OF MULTI-TOWER TALL BUILDING CONNECTED WITH DAMPED OVERHEAD CORRIDOR[C]. 见:.