RESEARCH ON STIFFNESS MATCHING RELATIONSHIP BETWEEN HORIZONTAL CORRUGATED STEEL PLATE AND FRAME COLUMN OF SHEAR WALL

WANG Wei; WANG Bingjie; SU Sanqing; LUO Qirui; SUN Zhuangzhuang; ZHAO Haotian

doi:10.13204/j.gyjzG20040903

Volume 51 Issue 6

Oct. 2021

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WANG Wei, WANG Bingjie, SU Sanqing, LUO Qirui, SUN Zhuangzhuang, ZHAO Haotian. RESEARCH ON STIFFNESS MATCHING RELATIONSHIP BETWEEN HORIZONTAL CORRUGATED STEEL PLATE AND FRAME COLUMN OF SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 95-102. doi: 10.13204/j.gyjzG20040903

Citation:

WANG Wei, WANG Bingjie, SU Sanqing, LUO Qirui, SUN Zhuangzhuang, ZHAO Haotian. RESEARCH ON STIFFNESS MATCHING RELATIONSHIP BETWEEN HORIZONTAL CORRUGATED STEEL PLATE AND FRAME COLUMN OF SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 95-102. doi: 10.13204/j.gyjzG20040903

Citation:

WANG Wei, WANG Bingjie, SU Sanqing, LUO Qirui, SUN Zhuangzhuang, ZHAO Haotian. RESEARCH ON STIFFNESS MATCHING RELATIONSHIP BETWEEN HORIZONTAL CORRUGATED STEEL PLATE AND FRAME COLUMN OF SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 95-102. doi: 10.13204/j.gyjzG20040903

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RESEARCH ON STIFFNESS MATCHING RELATIONSHIP BETWEEN HORIZONTAL CORRUGATED STEEL PLATE AND FRAME COLUMN OF SHEAR WALL

doi: 10.13204/j.gyjzG20040903

School of Civil Engineering, Xi'an Univ. of Arch. & Tech., Xi'an 710055, China

Received Date: 2020-04-09
Available Online: 2021-10-27

Abstract

Abstract

In order to study the mechanical properties of the horizontal corrugated steel plate shear wall, and to compare it with that of flat steel plate shear wall, the shear wall specimens with flat steel plate and horizontal corrugated steel plate were designed and the quasi-static test was carried out. The results showed that the stiffness, bearing capacity and ductility of horizontal corrugated steel plate shear wall were greater than those of flat steel plate shear wall. The overall instability of shear wall was due to the fact that the out-of-plane stiffness of the frame column was insufficient, while the embedded steel plate did not play its full role, and the matching relationship between them was unreasonable. In order to study the reasonable stiffness matching relationship between the steel plate and the frame column, the ABAQUS finite element analysis software was used to establish 20 variable parameter models of horizontal corrugated steel plate shear wall for numerical analysis. By changing the aspect ratio of the embedded steel plate and the flange width of the frame column, the matching stiffness between them were changed. Comparing the simulation results with the test results, it was indicated that finite element analysis results were in good agreement; when the aspect ratio of embedded corrugated steel plate was 2:1 and the flange width of frame column was 150 mm, the matching effect was better.
- steel plate shear wall,
- horizontal corrugated steel plate,
- frame column,
- mechanical properties,
- stiffness matching

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References(18)

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