EXPERIMENTAL STUDY ON EARTHQUAKE BEHAVIOR OF SHEAR WALL MODEL STRUCTURE WITH R.C. FRAME COLUMN

Wang Sheliang; Zhao Xiang; Shen Zhaowu; Miao Xiaoyu

doi:10.13204/j.gyjz200501010

Volume 35 Issue 1

Dec. 2014

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DU Siyi, LI Chenhui. IMPROVEMENT OF THE SIMPLE CONVERSION METHOD FOR LOAD-SETTLEMENT CURVES IN SELF-BALANCE TESTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 145-150. doi: 10.13204/j.gyjzG20022605

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Wang Sheliang, Zhao Xiang, Shen Zhaowu, Miao Xiaoyu. EXPERIMENTAL STUDY ON EARTHQUAKE BEHAVIOR OF SHEAR WALL MODEL STRUCTURE WITH R.C. FRAME COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 33-36. doi: 10.13204/j.gyjz200501010

DU Siyi, LI Chenhui. IMPROVEMENT OF THE SIMPLE CONVERSION METHOD FOR LOAD-SETTLEMENT CURVES IN SELF-BALANCE TESTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 145-150. doi: 10.13204/j.gyjzG20022605

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EXPERIMENTAL STUDY ON EARTHQUAKE BEHAVIOR OF SHEAR WALL MODEL STRUCTURE WITH R.C. FRAME COLUMN

doi: 10.13204/j.gyjz200501010

1.
1. Xi'an University of Architecture and Technology Xi'an 710055;
2.
2. Chang'an University Xi'an 710064

Received Date: 2004-08-15
Publish Date: 2005-01-20

Abstract

Abstract

Based on the experiment study of two 1/15 scale shear wall model struc tures with R.C. frame column under low frequency cyclic and reversed lateral lo ads, the interacting behavior of the R.C. frame column and the shear wall is st udied, the failure mechanism and energy dissipation mechanism of moderate and ta ll shear wall with R.C. frame column are compared, and the Earthquake Resistant behavior is evaluated by the comparison of bearing capacity, stiffness, ductili ty, rest oring force characteristics as well as energy consumption ability. It was showed by the experimental results that the earthquake resistant behavior of some stru cture is satisfactory.
- shear wall with R.C. frame column,
- failure mechanism,
- reduced-scale,
- pseudo static test,
- energy consumption ability

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References(4)

References

蒋欢军,吕西林. 新型耗能剪力墙模型低周反复荷载试验研究.世界地震工程,2000, 16(3):63～67

[2] 戴航.带边框剪力墙结构自控性能的研究:[博士学位论文].南京:东南大学,1991.2 0～46

[3] 曹万林,刘春燕,等. 暗支撑倾角对剪力墙抗震性能的影响. 世界地震工程,2000,16(3 ):68～72

[4] 刘春燕.钢筋混凝土带暗支撑剪力墙抗震性能试验研究:[博士学位论文].北京:北京工业大学,2000.16～38

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