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作者:

Yang, Yu-Hong (Yang, Yu-Hong.) | Li, Yue (Li, Yue.) | Du, Xiu-Li (Du, Xiu-Li.) (学者:杜修力) | Wu, Yu-Sheng (Wu, Yu-Sheng.)

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摘要:

In this paper, it studies the bending performance of self-compacting high performance concrete beam under the concentrative loads and the seismic performance of SCC column under the low reversed cyclic loads, emphasizes on analyzing the failure pattern, characteristic loads, ductile performance, stiffness degradation and energy dissipation capacity. The study shows that the bending performance and seismic performance of the self-compacting high performance concrete members are similar to those normal concrete members. The test results provide useful references for the popular application.

关键词:

Concrete beams and girders Cyclic loads Energy dissipation High performance concrete Mechanical properties Seismic waves Seismology Self compacting concrete

作者机构:

  • [ 1 ] [Yang, Yu-Hong]Key Lab. of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Li, Yue]Key Lab. of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Du, Xiu-Li]Key Lab. of Urban Security and Disaster Engineering, MOE, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Wu, Yu-Sheng]Key Lab. of Urban Security and Disaster Engineering, MOE, 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: 7

卷: 36

页码: 942-947

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WoS核心集被引频次: 0

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