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
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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:. |
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