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作者:

Cao, Wan-Lin (Cao, Wan-Lin.) (学者:曹万林) | Zhang, Jian-Wei (Zhang, Jian-Wei.) (学者:张建伟) | Tao, Jun-Ping (Tao, Jun-Ping.) | Wang, Min (Wang, Min.) (学者:王民)

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摘要:

A new composite shear wall with concealed steel truss was put forward. It included two kinds of composition. One was composition of steel truss and RC shear wall, the other is composition of profiled steel and concrete. In order to compare the seismic performance of shear walls with concealed steel truss, normal shear wall and steel truss, experimental study on seismic behavior of three 1/3 scale specimens, including a normal shear wall, a shear wall with concealed steel truss and a steel truss, were carried out based upon the experimental study, the bearing capacity, hysteretic property, energy dissipation and failure mode of the specimens were contrastively analyzed. The experimental results show that the seismic bearing capability and energy dissipation capacity of shear wall with concealed steel truss excelled the total of normal shear wall and steel truss.

关键词:

Bearing capacity Earthquake resistance Reinforced concrete Shear walls Energy dissipation Failure modes Failure (mechanical) Trusses

作者机构:

  • [ 1 ] [Cao, Wan-Lin]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Zhang, Jian-Wei]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Tao, Jun-Ping]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 4 ] [Wang, Min]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

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来源 :

Journal of Beijing University of Technology

ISSN: 0254-0037

年份: 2007

期: 1

卷: 33

页码: 31-36

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