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作者:

Yang, Y. (Yang, Y..) | Zhang, J. (Zhang, J..) | Cao, W. (Cao, W..) | Dong, H. (Dong, H..)

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摘要:

Shear wall with concrete filled round steel tube columns is a new kind of shear wall based on RC shear wall. The advantages of concrete filled round steel tube columns and RC shear wall were combined, and multichannel seismic fortification lines were formed in the new wall. In order to ascertain its seismic performance, three 1/5 scale specimens, including one frame with concrete filled round steel tube columns, one traditional RC shear wall, and one shear wall with concrete filled round steel tube columns were tested under cyclic loading. Based on the experimental study, load-carrying capacity, stiffness and its attenuation, ductility, hysteretic property, energy dissipation and failure phenomena of each specimen were analyzed. The results show that the seismic performance of shear wall with concrete filled round steel tube columns is obviously increased compared with RC shear wall, and its load-carrying capacity and seismic energy dissipation are higher than those of the total effect of the RC shear wall and the frame with concrete filled round steel tube columns can be used for seismic design of high building and extra-high building.

关键词:

Composite structure; Concrete filled round steel tube column; Experimental research; Seismic performance; Shear wall

作者机构:

  • [ 1 ] [Yang, Y.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Zhang, J.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Zhang, J.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education of China, Beijing 100124, China
  • [ 4 ] [Cao, W.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Cao, W.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education of China, Beijing 100124, China
  • [ 6 ] [Dong, H.]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 7 ] [Dong, H.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education of China, Beijing 100124, China

通讯作者信息:

  • [Yang, Y.]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: 2011

期: 1

卷: 27

页码: 78-82

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