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作者:

Chang, Wei-Hua (Chang, Wei-Hua.) | Cao, Wan-Lin (Cao, Wan-Lin.) (学者:曹万林) | Zhao, Chang-Jun (Zhao, Chang-Jun.) | Zhang, Jian-Wei (Zhang, Jian-Wei.) (学者:张建伟)

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摘要:

To improve the seismic performance of the RC core walls, reinforced concrete composite core walls with concealed steel truss were proposed and systemically investigated. Two 1/6 scale core walls specimens, including a normal reinforced concrete core walls and a reinforced concrete composite core walls with concealed steel truss, were designed. The experimental research on seismic performance under cyclic loading was carried out. The load-carrying capacity, stiffness, ductility, hysteretic behavior and energy dissipation of the core walls were discussed. The test results showed that the seismic performance of core walls was improved greatly by the concealed steel truss. And the calculating results were found to agree well with the actual measured ones.

关键词:

Ductility Energy dissipation Reinforced concrete Steel Stiffness

作者机构:

  • [ 1 ] [Chang, Wei-Hua]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Cao, Wan-Lin]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Cao, Wan-Lin]Key Lab. of Urban Secarity and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100022, China
  • [ 4 ] [Zhao, Chang-Jun]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 5 ] [Zhang, Jian-Wei]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: 2008

期: 4

卷: 34

页码: 379-386

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