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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) | Yang, Ya-Bin (Yang, Ya-Bin.) | Sun, Chao (Sun, Chao.) | Yang, Xing-Min (Yang, Xing-Min.)

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摘要:

In order to analyze the seismic performance of RC shear wall with opening and single row of steel bars, and compare the failure feature of different construction measures, low-cyclic reversed loading tests on seismic performance for 2 models of RC shear wall with opening were carried out. The structure's stiffness and its deterioration process bearing capacity, ductility, energy dissipation and failure feature were analyzed systematically. A simplified mechanical model was established, and the results are in good agreement with the test results. Test and analysis shows that the RC shear wall opening and single row of steel bars meet the seismic design requirements.

关键词:

Bars (metal) Deterioration Energy dissipation Seismic design Seismic waves Seismology Shear walls Steel testing

作者机构:

  • [ 1 ] [Cao, Wan-Lin]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Zhang, Jian-Wei]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Yang, Ya-Bin]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Sun, Chao]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Yang, Xing-Min]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China

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来源 :

Journal of Beijing University of Technology

ISSN: 0254-0037

年份: 2010

期: 9

卷: 36

页码: 1186-1192

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