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作者:

Sun, C. (Sun, C..) | Cao, W. (Cao, W..) | Yang, X. (Yang, X..) | Zhang, J. (Zhang, J..) | Yang, Y. (Yang, Y..)

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摘要:

RC shear wall with bi-directional single row of steel bars is applicable for multistory residence building. In order to analyze the seismic performance of joints of coupling beam and shear wall with bi-directional single row of steel bars, experimental studied on the joints of the coupling beam with different shear-span ratio under a low-frequency quasi-static cyclic loading were carried out, and the shear-span ratios of coupling beams are 0. 60 0. 75 1. 50 1. 75. Based upon the experimental studies, load-carrying capacity, stiffness and its degradation, ductility and failure phenomena of each specimen are analyzed systematically. Experiments indicate that the joint with the bi-directional single row of steel bars is able to satisfy requirements of seismic bearing capacity of multistory residence building through rational design.

关键词:

Bi-directional single row of steel bars; Coupling beam; Joint; Seismic performance; Shear wall

作者机构:

  • [ 1 ] [Sun, C.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Sun, C.]Key Lab. of Urban Security and Disaster Engineering, MOE, Beijing 100124, China
  • [ 3 ] [Cao, W.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Cao, W.]Key Lab. of Urban Security and Disaster Engineering, MOE, Beijing 100124, China
  • [ 5 ] [Yang, X.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Zhang, J.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 7 ] [Yang, Y.]The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

通讯作者信息:

  • [Sun, C.]The 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: 2008

期: 3

卷: 24

页码: 84-88

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