EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF PREFABRICATED SHEAR WALL WITH ENERGY DISSIPATION BY VERTICAL JOINTS

WANG Yuliang; CUI Hongjun; ZHANG Yumin; CAI Zhanjun; XU Lixian

doi:10.13204/j.gyjzG19102703

Volume 50 Issue 11

Mar. 2021

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(11): 46-51

WANG Yuliang, CUI Hongjun, ZHANG Yumin, CAI Zhanjun, XU Lixian. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF PREFABRICATED SHEAR WALL WITH ENERGY DISSIPATION BY VERTICAL JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 46-51. doi: 10.13204/j.gyjzG19102703

Citation:

WANG Yuliang, CUI Hongjun, ZHANG Yumin, CAI Zhanjun, XU Lixian. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF PREFABRICATED SHEAR WALL WITH ENERGY DISSIPATION BY VERTICAL JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 46-51. doi: 10.13204/j.gyjzG19102703

Citation:

WANG Yuliang, CUI Hongjun, ZHANG Yumin, CAI Zhanjun, XU Lixian. EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF PREFABRICATED SHEAR WALL WITH ENERGY DISSIPATION BY VERTICAL JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 46-51. doi: 10.13204/j.gyjzG19102703

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EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF PREFABRICATED SHEAR WALL WITH ENERGY DISSIPATION BY VERTICAL JOINTS

doi: 10.13204/j.gyjzG19102703

WANG Yuliang^1,2,3,
CUI Hongjun²,
ZHANG Yumin^{1,3
,
,},
CAI Zhanjun^1,3,
XU Lixian^1,3

1. College of Civil and Architectural Engineering, North China University of Science and Technology, Tangshan 063210, China;
2. School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China;
3. Earthquake Engineering Research Center of Hebei Province, Tangshan 063009, China

Received Date: 2020-04-21
Available Online: 2021-03-31

Abstract

Abstract

Based on the concept of "strong horizontal seam and weak vertical seam" of prefabricated shear wall structure, the specimens of the prefabricated shear wall and the cast-in-place shear wall were designed.Based on the results of quasi-static loading test,the results showed that the overall working performance of the shear wall connected by damper was good, the bearing capacity was not very different from that of the cast-in-place shear wall specimen, but the ductility coefficient was obviously better than that of the cast-in-place shear wall specimen.The damper dissipated energy in the process of force, and played a certain protective role on the wall. In the process of force, the wall could meet the design requirements.
- fabricated shear wall,
- seismic performance,
- damper,
- energy dissipation

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References(14)

References

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