EXPERIMENTAL STUDY ON THE ANTI-SEISMIC BEHAVIOR OF NEW TYPE SLIT HOLLOW DISSIPATING ENERGY SHEAR WALL OF REINFORCED CONCRETE

Yang Dejian; Song Lei

doi:10.13204/j.gyjz201009012

Volume 40 Issue 9

Dec. 2014

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Yang Dejian, Song Lei. EXPERIMENTAL STUDY ON THE ANTI-SEISMIC BEHAVIOR OF NEW TYPE SLIT HOLLOW DISSIPATING ENERGY SHEAR WALL OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 37-40. doi: 10.13204/j.gyjz201009012

Citation:

Yang Dejian, Song Lei. EXPERIMENTAL STUDY ON THE ANTI-SEISMIC BEHAVIOR OF NEW TYPE SLIT HOLLOW DISSIPATING ENERGY SHEAR WALL OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 37-40. doi: 10.13204/j.gyjz201009012

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EXPERIMENTAL STUDY ON THE ANTI-SEISMIC BEHAVIOR OF NEW TYPE SLIT HOLLOW DISSIPATING ENERGY SHEAR WALL OF REINFORCED CONCRETE

doi: 10.13204/j.gyjz201009012

1.
Tianjin Institute of Urban Construction,Tianjin 300384,China

Received Date: 2009-11-11
Publish Date: 2010-09-20

Abstract

Abstract

the new type slit hollow shear wall of reinforced concrete is a carrying structure of anti-seismic and energy conservation.Through the experiment of three shear wall components,it was analyzed the failure mode,failure mechanism and deformation feature of the new structure.The result shows that the slit hollow shear wall has ductile flexural-shear failure mode,whose aseismic behavion is better than that of the normal shear wall.
- slit hollow shear wall of reinforced concrete,
- anti-seismic behavior,
- key of connection,
- ductility and deformation behavior,
- hysteresis curve