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author:

Yan, Guiyun (Yan, Guiyun.) [1] | Wu, Yingxiong (Wu, Yingxiong.) [2] (Scholars:吴应雄) | Chen, Fuquan (Chen, Fuquan.) [3]

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EI Scopus PKU CSCD

Abstract:

The substructure of the mid-story isolated structure was similar to seismic resistant system. It probably generated elastic-plastic deformation under strong near-field pulse-like ground motion. Excessive deformation of the isolation layer may also occur, which will destroy the isolation bearings and result in the overturning collapse of the superstructure. The artificial generated near-field pulse-like ground motion was simulated by combining the real near-field non-pulse ground motion with simple equivalent pulse, and the different dynamic behaviors of the mid-story isolated structure using LRBs (Lead-Rubber Bearings) were studied under near-field pulse-like and common (far-field or non-pulse) ground motion. In addition, the impacts of the characteristic parameters of near-field ground motion, including pulse type, pulse contribution factor and pulse period, on nonlinear responses of the mid-isolated structure and maximum deformation of the isolation layer were discussed. Also, the mid-story hybrid isolation with viscous dampers installed on the isolation story was developed to limit deformation of the isolation layer, and the optimization law of viscous dampers was explored. The results show that the nonlinear responses of the mid-story isolated structure and the maximum deformation of the isolation layer subjected to near-field pulse-like ground motion are much greater than those under common ground motion, and they are affected by some parameters, such as pulse type, pulse contribution factor, pulse period and PGV/PGA. The maximum deformation of the isolation layer significantly exceeds the allowable deformation of Lead-Rubber Bearings, which destroys the Lead-Rubber Bearings and further results in the superstructure's collapse. It is also found that the mid-story hybrid isolation using the optimal viscous dampers can significantly reduce the nonlinear responses, and can reduce the maximum deformation of the isolation layer, avoiding the superstructure's overturning collapse. © 2015, Editorial Board of Journal of Basic Science and Engineering. All right reserved.

Keyword:

Bearings (structural) Earthquake engineering Elastoplasticity Nonmetallic bearings Rubber

Community:

  • [ 1 ] [Yan, Guiyun]School of Civil Engineering, Fujian University of Technology, Fuzhou; 350118, China
  • [ 2 ] [Yan, Guiyun]Schoolof Civil Engineering, Hunan University, Changsha; 410082, China
  • [ 3 ] [Wu, Yingxiong]School of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 4 ] [Chen, Fuquan]Schoolof Civil Engineering, Hunan University, Changsha; 410082, China

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Source :

Journal of Basic Science and Engineering

ISSN: 1005-0930

CN: 11-3242/TB

Year: 2015

Issue: 6

Volume: 23

Page: 1185-1197

Cited Count:

WoS CC Cited Count:

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ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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