STUDY OF SEISMIC PERFORMANCE OF SHEAR WALL STURCTURE CONSIDERING THE EFFECT OF DIFFERENT SET OF CONSTRUCTION JOINTS

Liu Jianmin; Sun Bing; He Jie

doi:10.13204/j.gyjz201402015

Volume 44 Issue 02

Jan. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2014 > 44(02): 64-68

CHEN Tao, JIN Chenhua, ZHANG Ke, DIAO Zhiwei, WU Chang, MENG Shaoping. Calculation of Effective Axial Stiffness of Cracked Reinforced Concrete Tension-Flexure Members Under Temperature Reduction[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 100-104,74. doi: 10.13204/j.gyjzG21120701

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Liu Jianmin, Sun Bing, He Jie. STUDY OF SEISMIC PERFORMANCE OF SHEAR WALL STURCTURE CONSIDERING THE EFFECT OF DIFFERENT SET OF CONSTRUCTION JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 64-68. doi: 10.13204/j.gyjz201402015

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STUDY OF SEISMIC PERFORMANCE OF SHEAR WALL STURCTURE CONSIDERING THE EFFECT OF DIFFERENT SET OF CONSTRUCTION JOINTS

doi: 10.13204/j.gyjz201402015

Publish Date: 2014-02-20

Abstract

Abstract

In the present paper，effect of construction joints on the seismic performance of shear wall structure was studied． Taking the shear wall structure whose construction joints were set by three common ways as the research object，which was compared with the shear wall structure without construction joints． The FEM software ANSYS was used to establish finite element models． The hysteretic behavior，ductility，rigidity degeneration and some other seismic performance of the four models were compared． The results show that the presence of construction joints could reduce the ductility and energy dissipation capacity of shear wall structure，which has little effect on the rigidity degeneration． The seismic performance of shear wall structure was reduced． At last，the best way of setting construction joints should be found out from the study．
- shear wall structure,
- construction joints,
- seismic performance

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