TAO Jun-ping and HU Yu. Experiment study of inner steel frame low shear wall[J]. Journal of Light Industry, 2012, 27(4): 16-20. doi: 10.3969/j.issn.1004-1478.2012.04.005
Citation:
TAO Jun-ping and HU Yu. Experiment study of inner steel frame low shear wall[J]. Journal of Light Industry, 2012, 27(4): 16-20.
doi:
10.3969/j.issn.1004-1478.2012.04.005
Experiment study of inner steel frame low shear wall
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Hunan Construction Eng. Quality Safety Supervision and Management Station, Changsha 410016, China;
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Dept. of Civil Eng., Henan Inst. of Eng., Zhengzhou 451191, China
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Received Date:
2012-03-20
Available Online:
2012-07-15
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Abstract
Through the experimental study of low shear wall of normal concrete,inner steel truss and inner truss models,it was proved that the cracking load and ultimate load had been increased in the low shear wall of inner steel truss and inner truss.The ultimate cracking load had increased 29.1% and 73.9% re-spectively and the ductility had increased 31.9% and 67.4% respectively than low shear wall of normal concrete.Furthermore,the good plastic deformation had been proved that existed in inner steel truss and inner truss models.Then a conclusion that it can be drawn an structure component with good properties.
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References
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Proportional views
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