ANALYSIS ON WORKING MECHANISM OF INTERLAYER SEISMIC ISOLATION MASONRY BUILDING WITH FRAME STRUCTURE IN THE FIRST STOREY

Yang Youfa; Li Yuanchu; Hao Jianren

doi:10.13204/j.gyjz200806011

Volume 38 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(6): 35-70

OU Jiajia, YANG Xuebing, WANG Xijun, LI Zheng. LATERAL PERFORMANCE OF CROSS-LAMINATED TIMBER WALLS WITH TWO DIFFERENT CONSTRUCTION TYPES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 84-87,113. doi: 10.13204/j.gyjz202003014

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Yang Youfa, Li Yuanchu, Hao Jianren. ANALYSIS ON WORKING MECHANISM OF INTERLAYER SEISMIC ISOLATION MASONRY BUILDING WITH FRAME STRUCTURE IN THE FIRST STOREY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 35-70. doi: 10.13204/j.gyjz200806011

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ANALYSIS ON WORKING MECHANISM OF INTERLAYER SEISMIC ISOLATION MASONRY BUILDING WITH FRAME STRUCTURE IN THE FIRST STOREY

doi: 10.13204/j.gyjz200806011

1.
1. College of Civil Engineering,Chongqing Univ. Chongqing 400045;
2.
2. Yubei District Construction Commission,Chongqing Chongqing 401120

Received Date: 2008-02-26
Publish Date: 2008-06-20

Abstract

Abstract

Based on the characteristics that the rigidity of the upper masonry structure is much bigger than the rigidity of laminated rubber bearings and frame structure.It can be referred to as system having a two degree of freedom.The dynamic behavior of this building is analyzed,the isolated vibration mode controls the response of system.The influence regulations among the composite damping ratio,the stiffness ratio and the mass ratio are investigated.A practical method for dynamical behavior analysis to masonry building with frame structure in the first storey with laminated rubber bearings between the first and second storey is presented,which submits efficient path to found applicable design means and to generalize interlayer seismic isolation structure.
- masonry building with frame structure in the first storey,
- interlayer seismic isolation,
- dynamical analysis

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References(6)

References

周福霖. 工程结构减震控制[M].北京:地震出版社,1997.

[2] 杨佑发,王立福. 在非比例阻尼情况下层间隔震底层框架砖房的组合阻尼比[J].工业建筑,2003,(12):47-49.doi: 10.3321/j.issn:1000-8993.2003.12.015.

[3] 祁皑,林云腾,郑国琛. 层间隔震结构工作机理研究[J].地震工程与工程振动,2006,(04):239-243.doi: 10.3969/j.issn.1000-1301.2006.04.040.

[4] 姜俊平,邵长荣. 振动计算与隔震设计[M].北京:中国建筑工业出版社,1976.

[5] 杨佑发,邹银生. 底部两层框剪砌体房屋抗震性能研究[J].重庆大学学报,2000,(02):82-87.doi: 10.3969/j.issn.1000-582X.2000.02.020.

[6] 杨佑发,邹银生. 底部框剪砌体房屋空间弹塑性地震反应分析[J].振动与冲击,2003,(01):20-23.doi: 10.3969/j.issn.1000-3835.2003.01.005.

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