Open AccessAnalysis of Seismic Behavior of Four-side Partially Connected Steel Plate Shear Wall
Author(s) -
Dong Li,
Yin Fu-xin
Publication year - 2019
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.179
H-Index - 26
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/304/5/052044
Subject(s) - steel plate shear wall , shear wall , structural engineering , shear (geology) , materials science , bending of plates , bending moment , composite material , steel frame , bending , engineering
Four-side partially connected steel plate shear wall is the structure that frame and plate are incompletely connected. Through the analysis of mechanism, it shows that, when compared with traditional completely connected steel plate shear wall, the partially connected one causes less additional bending moment on frame. In order to further learn about the behavior of partially connected steel plate shear wall, this paper used FE modeling method on ABAQUS. The paper analyzed the influences of the frame-plate connection ratio and the height-thickness ratio of steel plate on the behavior of unstiffened four-side partially connected steel plate shear wall, and investigated the function of three different forms of stiffeners on partially connected steel plate shear wall.