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作者:

Dong, H. (Dong, H..) | Shen, S. (Shen, S..) | Cao, W. (Cao, W..) | Zhang, J. (Zhang, J..) | Wang, L. (Wang, L..)

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摘要:

According to the structural design characteristics of Dalian International Conference Center, two mild steel energy dissipation joint specimens with arc-shaped contact plate were designed. The horizontal cyclic loading test was carried out for 1:1 scaled joint specimens with different working parameters in order to investigate the seismic performance. Based on the experiment, the load-carrying capacity, stiffness and its deteriorative behavior, hysteretic behavior, ductility, energy dissipation and failure mode of two specimens were discussed. Calculation method for load-carring capacity of the mild steel energy dissipation joint is given and the results agree well with the experimental results. The test results show that the joint specimen with mild steel contact plate of thickness 18mm has stronger deformability and higher energy dissipation capacity.

关键词:

Energy dissipation joint; Experimental study; Mild steel plate; Working performance

作者机构:

  • [ 1 ] [Dong, H.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Shen, S.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Cao, W.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Zhang, J.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Wang, L.]Dalian Architectural Design and Research Institute, Dalian 116021, China

通讯作者信息:

  • [Dong, H.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

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来源 :

World Information on Earthquake Engineering

ISSN: 1007-6069

年份: 2013

期: 1

卷: 29

页码: 114-119

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