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《Earthquake Engineering and Engineering Vibration》 1995-01
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Zhang Xiong (Department of Engineering Mechanics,Tsinghua University,Beijing 100084,China) Liu Haowu (Chengdu University of Science and Technology,Chengdu 610065 China)  
In this paper the seismic response of a large scale (one to four) brick concrete building model base-isolated with lead rubber bearing (100) is studied experimentally with a shaking table. The results of our studies will provide a powerful technical supprt for the popularizing the base isolation technique in China. It is illustrated in this paper that the base isolation technique is a kind of very effective and safe method for earthquake resistance so that it is worthy to popularize in engineering.
【Fund】: 国家自然科学基金资助项目
【CateGory Index】: TU352.1
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Chinese Journal Full-text Database 10 Hits
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【Secondary References】
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1 YANG Lin, ZHOU Xi-yuan, SU You-po, CHANG Yong-ping (Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China; Earthquake Engineering Research Center, Hebei Polytechnic University, Tangshan, Hebei 063009, China);Variable Stiffness Protection Device of Rubber Bearings in Seismic Isolated System[J];Journal of Beijing University of Technology;2006-02
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China Proceedings of conference Full-text Database 2 Hits
1 Yongfeng Du Hui Li (Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou, 730050, PR China);Smart Isolation: Future Prospect based on Energy Response and Dynamic Reliability[A];[C];2006
2 Cao Xiaohui,Ma Hongyao,Liu Junsheng,Zhang Peng,Guo Lijuan (Shaanxi Building Research Institute,Xi'an 710082,China);Damping effect of new sliding base-isolated structure[A];[C];2013
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