RESEARCHING ON SEISMIC PERFORMANCES AND CAPACITY OF RESISTING SHEAR OF THE UNITED LIMB ECO-COMPOSITE WALL

Yang Xuejiao; Huang Wei; Hou Lina; Mu Lin; Zhang Yin

doi:10.13204/j.gyjz201208006

Volume 42 Issue 8

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(8): 27-32

Yang Xuejiao, Huang Wei, Hou Lina, Mu Lin, Zhang Yin. RESEARCHING ON SEISMIC PERFORMANCES AND CAPACITY OF RESISTING SHEAR OF THE UNITED LIMB ECO-COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 27-32. doi: 10.13204/j.gyjz201208006

Citation:

Yang Xuejiao, Huang Wei, Hou Lina, Mu Lin, Zhang Yin. RESEARCHING ON SEISMIC PERFORMANCES AND CAPACITY OF RESISTING SHEAR OF THE UNITED LIMB ECO-COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 27-32. doi: 10.13204/j.gyjz201208006

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RESEARCHING ON SEISMIC PERFORMANCES AND CAPACITY OF RESISTING SHEAR OF THE UNITED LIMB ECO-COMPOSITE WALL

doi: 10.13204/j.gyjz201208006

1.
Xi'an Univ.of Arch.&Tech.,Xi'an 710055,China

Received Date: 2012-02-24
Publish Date: 2012-08-20

Abstract

Abstract

By researching on the test of a 1/2-scaled model of the united limb eco-composite wall under lowfrequency cyclic loading, the failure pattern, failure process of the wall were analyzed and the aseismatic capacity ofthe bearing capacity, ductility, deformation and energy dissipation was researched．A non-linear finite element modelof the wall was set up in allusion to the inclined section shear capacity of united limb eco-composite wall, with whichan analysis of different single-factor changes was done．Experimental results and theoretical research show that incontrast with single wall, the united limb eco-composite wall has better seismic performance．The specificperformance is that bearing capacity, deformation and ductility of the wall are increased, and it has a better energydissipation and anti-collapse capacity．According to the analysis of the oblique section bearing capacity factors, it wasput forward the equation of oblique section ultimate bearing capacity of the united limb eco-composite wall, and thescope of application of the formula was also given．The structural performance under load would be better factuallyreflected．It can be applied to practical projects．
- eco-composite united limb wall,
- seismic performances,
- nonlinear finite element analysis,
- capacity of resisting shear

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References(12)

References

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