RESEARCH ON DEFORMATION CAPACITY DESIGN METHOD OF STEEL REINFORCED CONCRETE SHEAR WALLS

Ma Kaize; Liang Xingwen; Zhang Fan; Deng Mingke

doi:10.13204/j.gyjz201006022

Volume 40 Issue 6

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(6): 97-101

Ma Kaize, Liang Xingwen, Zhang Fan, Deng Mingke. RESEARCH ON DEFORMATION CAPACITY DESIGN METHOD OF STEEL REINFORCED CONCRETE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 97-101. doi: 10.13204/j.gyjz201006022

Citation:

Ma Kaize, Liang Xingwen, Zhang Fan, Deng Mingke. RESEARCH ON DEFORMATION CAPACITY DESIGN METHOD OF STEEL REINFORCED CONCRETE SHEAR WALLS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 97-101. doi: 10.13204/j.gyjz201006022

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RESEARCH ON DEFORMATION CAPACITY DESIGN METHOD OF STEEL REINFORCED CONCRETE SHEAR WALLS

doi: 10.13204/j.gyjz201006022

1.
School of Civil Engineering,Xi’an University of Architectural &Technology,Xi’an 710055,China

Received Date: 2009-12-20
Publish Date: 2010-06-20

Abstract

Abstract

In order to study the deformation capacity of steel reinforced concrete (SRC) shear walls，the relationship between drift ratio and cross sections curvature，edge strain，transverse reinforcement characteristic value are theoretically deduced according to SRC shear walls test with low-cycle reversed loading. A drift-based deformation capacity design method was proposed for SRC shear walls. The reliability of the method was verified through test results. It was obtained that the relationships about the drift ratio，the axial compression ratio，the transverse reinforcement characteristic value and shear span ratio. The allowable axial load ratios of SRC shear wall in different seismic grades and transverse reinforcement characteristic value were proposed.
- steel reinforced concrete (SRC) shear walls,
- deformation capacity,
- drift ratio,
- axial compression ratio,
- transverse reinforcement characteristic value

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References(13)

References

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