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《JOURNAL OF VIBRATION ENGINEERING》 1999-02
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Horizontal Rigidity Coefficient of the Serial System of Rubber Bearing with Column

Zhou Xiyuan 1 Han Miao 2 Zeng Demin 1 Ma Donghui 1 ( 1Institute of Earthquake Engineering,China Academy of Building Research Beijing,100013) ( 2Department No.1 of Civil Engineering,Institute of Beijing Architecture  
The serial isolation system consisting of laminated rubber bearing and R/C column has been applied in practical building,but without the corresponding codes for calculation and design yet. An analytic model of the serial system that rubber bearing is modeled as the shear bending type vertical bar considerating of P Δ effect and R/C column is modeled as the bending type vertical bar is set up in the paper. The practical calculation formulas are deduced and the stability is analyzed. Some influences of typical parameters are also given and analyzed.
【Fund】: 国家自然科学基金
【CateGory Index】: TU352.120.1
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1 Liu Yanhui;Zhou Fulin;Tan Ping;Du Yongfeng;Yan Weiming;Guangzhou University;Lanzhou University of Technology;Beijing University of Technology;;Study of dynamic response of serially isolated structure considering P-Δ effect and rotation of bearings[J];土木工程学报;2015-09
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1 Zhou Xiyuan Ma Donghui Zeng Demin (Institute of Earthquake Engineering,China Academy of Building Research) Han Miao (Beijing Institute of Architecture & Engineering);A Practical Computation Method for Horizontal Rigidity Coefficient of Seismic Isolation Rubber Bearing[J];建筑科学;1998-06
2 Zhou Xiyuan Han Miao Ma Donghui Zhen Demin(Institute of Earthquake Engineering,China Academy of Building Research));Stability Analysis and Strength Checking  of Laminated Rubber Bearing[J];建筑科学;1997-06
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