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作者:

Cao, W. (Cao, W..) | Liu, Q. (Liu, Q..) | Zhang, J. (Zhang, J..) (学者:张菁) | Xu, T. (Xu, T..) | Zhu, H. (Zhu, H..)

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摘要:

In order to investigate the seismic performance of the low-rise concrete shear wall with different percent of coarse recycled aggregate replacement,-a low-frequency quasi-static cyclic loading experimental study on four low-rise shear walls with shear-span ratio 1.0, including a usual concrete shear wall and three recycled aggregate concrete shear walls, was carried out. Based upon the experimental study, the load-carrying capacity, ductility, stiffness, hysteretic behavior, energy dissipation and failure phenomena of each shear wall were analyzed. Experiments above-mentioned indicate that compared to the low-rise usual concrete shear wall, the recycled aggregate concrete shear walls show poorer seismic performance, and the more the coarse recycled aggregate replacement, the poorer the seismic performance of the shear wall, and the seismic performance of the recycled aggregate concrete shear walls can be greatly improved by concealed bracing. At some conditions, the recycled aggregate concrete shear walls are able to satisfy the seismic design requirement of structures.

关键词:

Experimental study; Low-rise shear wall; Recycled aggregate concrete; Seismic performance

作者机构:

  • [ 1 ] [Cao, W.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Liu, Q.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Zhang, J.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Xu, T.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Zhu, H.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

通讯作者信息:

  • [Cao, W.]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: 2009

期: 1

卷: 25

页码: 1-5

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