The Effect of Infill Steel Plate Thickness on the Cycle Behavior of Steel Plate Shear Walls
نویسندگان
چکیده
منابع مشابه
Behavior of Vertical Boundary Elements in Steel Plate Shear Walls
The AISC Seismic Provisions and CSA S-16 Standard require a minimum moment of inertia for the vertical boundary elements (VBEs) in steel plate shear walls (SPSWs) to avoid undesirable VBE behaviors. The equation limiting VBE flexibility has been derived from a flexibility factor, ωt, developed in plate girder theory and the limit on VBE flexibility has been empirically specified based on previo...
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ژورنال
عنوان ژورنال: DJES
سال: 2018
ISSN: 2616-6909,1999-8716
DOI: 10.24237/djes.2018.11302