RESEARCH ON RESTORING FORCE MODEL OF STEELCONCRETE COMPOSITE BEAMS

Jiang Li-zhong; Yu Zhi-wu; Cao Hua; Liu Zhong-wu

doi:10.13204/j.gyjz200711023

Volume 37 Issue 11

Dec. 2014

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Jiang Li-zhong, Yu Zhi-wu, Cao Hua, Liu Zhong-wu. RESEARCH ON RESTORING FORCE MODEL OF STEELCONCRETE COMPOSITE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 85-87,96. doi: 10.13204/j.gyjz200711023

Citation:

Jiang Li-zhong, Yu Zhi-wu, Cao Hua, Liu Zhong-wu. RESEARCH ON RESTORING FORCE MODEL OF STEELCONCRETE COMPOSITE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 85-87,96. doi: 10.13204/j.gyjz200711023

Jiang Li-zhong, Yu Zhi-wu, Cao Hua, Liu Zhong-wu. RESEARCH ON RESTORING FORCE MODEL OF STEELCONCRETE COMPOSITE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 85-87,96. doi: 10.13204/j.gyjz200711023

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RESEARCH ON RESTORING FORCE MODEL OF STEELCONCRETE COMPOSITE BEAMS

doi: 10.13204/j.gyjz200711023

1.
Civil Architectural Engineering College,Central South University Changsha 410075

Received Date: 2006-12-20
Publish Date: 2007-11-20

Abstract

Abstract

According to the test results of seismic resistant performance of five stee-l concrete composite beams under cyclic point concentrated loads, it was analyzed that the yield load and deflection, ultimate load and deflection, as well as, the flat load, the framework curve model of stee-l concrete composite beams under positive and negative load were proposed.The easily applied uniform expressions were also shown.According to the experimental results, the hysteretic rule of loaddeflection and restoring force model of stee-l concrete beams were established.
- stee-l concrete composite,
- beams restoring force,
- model framework,
- curve hysteretic,
- rule experimental research

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References(8)

References

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