文章基本信息

标题：Analysis of Seismic Behavior of Four-side Partially Connected Steel Plate Shear Wall
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作者：Lu Dong ; Fuxin Yin
期刊名称：IOP Conference Series: Earth and Environmental Science
印刷版ISSN：1755-1307
电子版ISSN：1755-1315
出版年度：2019
卷号：304
期号：5
页码：1-8
DOI：10.1088/1755-1315/304/5/052044
出版社：IOP Publishing
摘要：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.