STUDY ON AN INNOVATION TENSILE-RESISTANT DEVICE FOR LAMINATED RUBBER BEARING

Su Jian; Wenliuhan.Heisha; Zhou Fulin

doi:10.13204/j.gyjz201012012

Volume 40 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(12): 43-46,54

Zai Jinmin, Zhou Feng, Mei Guoxiong, Wang Xudong, Pei Jie, Liao Heshan. END-BEARING COMPOSITE PILE FOUNDATION AND ITS DESIGN METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 60-64,73. doi: 10.13204/j.gyjz200801015

Citation:

Su Jian, Wenliuhan.Heisha, Zhou Fulin. STUDY ON AN INNOVATION TENSILE-RESISTANT DEVICE FOR LAMINATED RUBBER BEARING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(12): 43-46,54. doi: 10.13204/j.gyjz201012012

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STUDY ON AN INNOVATION TENSILE-RESISTANT DEVICE FOR LAMINATED RUBBER BEARING

doi: 10.13204/j.gyjz201012012

1.
1. College of Civil Engineering,Hunan University,Changsha 410082,China;
2.
2. Earthquake Engineering Research and Testing Center,Guangzhou University,Guangzhou 510405,China

Received Date: 2010-04-02
Publish Date: 2010-12-20

Abstract

Abstract

Base isolation is restricted on large aspect ratio structure due to the fact that the tensile ability of the laminated rubber bearing is poor.An innovation tensile-resistant device for laminated rubber bearing(TRDLRB) is proposed by way of taking advantage of compressive ability to resist the tensile force.Nonlinear dynamic analysis of an isolated high-rise building under severe earthquake loading is performed in this paper to study the effects of the TRDLRB.The analysis results show that,the TRDLRB is feasible because of the simple in both design and manufacture,and the vertical displacement of the isolation layer is reduced despite the tensile force caused by superstructure using TRDLRB.The study also shows that the dynamic response of the isolated high-rise building is reduced remarkably and the tensile ability of the isolation layer is improved significantly.
- laminated rubber bearing,
- tensile-resistant device,
- isolated building

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References(8)

References

[2] 苏键,温留汉黑沙,周福霖.高层隔震建筑性能分析[J].建筑结构,2009,39(11):40-42.

周福霖,杨铮,周云.我国结构减震控制的研究应用与发展[C]∥ 第七届全国地震工程学术会议论文集.北京:地震出版社,2006:3-14.

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[4] GB 500112001 建筑抗震设计规范[S].

[5] CECS 126∶ 2001 叠层橡胶支座隔震设计规程[S].

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