EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF SRHSHPC BEAMS

Wang Bin; Zheng Shansuo; Zhou Xuefeng

doi:10.13204/j.gyjz201212006

Volume 42 Issue 12

Dec. 2014

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Wang Bin, Zheng Shansuo, Zhou Xuefeng. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF SRHSHPC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 21-24,40. doi: 10.13204/j.gyjz201212006

Citation:

Wang Bin, Zheng Shansuo, Zhou Xuefeng. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF SRHSHPC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 21-24,40. doi: 10.13204/j.gyjz201212006

Wang Bin, Zheng Shansuo, Zhou Xuefeng. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF SRHSHPC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 21-24,40. doi: 10.13204/j.gyjz201212006

Citation:

Wang Bin, Zheng Shansuo, Zhou Xuefeng. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF SRHSHPC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 21-24,40. doi: 10.13204/j.gyjz201212006

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EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF SRHSHPC BEAMS

doi: 10.13204/j.gyjz201212006

1.
1. School of Civil and Architecture Engineering,Xi'an Technological University,Xi'an 710032,China;
2.
2. School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China

Received Date: 2012-02-14
Publish Date: 2012-12-20

Abstract

Abstract

Based on the test of 5 steel reinforced high performance concrete(SRHSHPC) beam specimens under low cycle reversed loading,the failure model,hysteretic curves,skeleton curves,ductility and energy dissipation capacity of frame beams with different design parameters were studied.The seismic performance of the beams was analyzed.The results indicate that the reasonably designed SRHSHPC beams subjected to low cycle reversed loading produce flexure failure normally,and possess of good ductility and energy dissipation capacity.
- steel reinforced high performance concrete beam,
- seismic performance,
- experiment,
- energy dissipation,
- ductility