STUDY ON DESIGN METHOD OF VERTICAL BOUNDARY ELEMENT OF PARTIALLY ENCASED COMPOSITE FRAME-STEEL PLATE SHEAR WALLS

YU Jin-guang; LIU Li-ming; HAO Ji-ping

doi:10.6052/j.issn.1000-4750.2019.01.0110

Volume 37 Issue 2

May 2020

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Engineering Mechanics > 2020 > 37(2): 98-110. > DOI: 10.6052/j.issn.1000-4750.2019.01.0110

YU Jin-guang, LIU Li-ming, HAO Ji-ping. STUDY ON DESIGN METHOD OF VERTICAL BOUNDARY ELEMENT OF PARTIALLY ENCASED COMPOSITE FRAME-STEEL PLATE SHEAR WALLS[J]. Engineering Mechanics, 2020, 37(2): 98-110. DOI: 10.6052/j.issn.1000-4750.2019.01.0110

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STUDY ON DESIGN METHOD OF VERTICAL BOUNDARY ELEMENT OF PARTIALLY ENCASED COMPOSITE FRAME-STEEL PLATE SHEAR WALLS

1.
School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, Shaanxi 710055, China;
2.
National Experimental Teaching Center for Civil Engineering Virtual Simulation, Xi'an University of Architecture and Technology, Xi'an, Shaanxi 710055, China

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Received Date: March 11, 2019
Revised Date: July 08, 2019

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Abstract

Based on the experimental study of the partially encased composite frame-thin steel plate shear walls, it is found that the failure stages of the infilled steel plate include initial diagonal yielding, uniformed yielding, and strain hardening. By introducing the partially encased composite column, the bending-torsion failure modes of traditional steel columns are effectively improved. The failure mode of the partially encased composite column is the strength failure of plastic hinges formed at the top and bottom of the column. Based on the design concept of "strong frame and weak wall panel", it determines the calculation principle of the internal force of the partially encased composite column in the uniformed yielding stage and the strain hardening stage according to the superposition principle, and proposes a design method suitable for frame column of the partially encased composite frame-thin steel plate shear walls. The finite element simulation shows that the design method can effectively predict the failure modes and the locations of the plastic hinges of the bottom compressed column, which can provide theoretical basis for reasonable design of boundary frame column in steel plate shear walls.
- steel plate shear walls,
- partially encased composite frame,
- design method,
- experimental study,
- finite element simulation

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References

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