AN IMPROVED PROCEDURE FOR CAPACITY DESIGN OF VERTICAL BOUNDARY ELEMENTS IN STEEL PLATE SHEAR WALLS
Consistent with capacity design principles, the 2005 AISC Seismic Provisions require that the vertical and horizontal boundary elements of steel plate shear walls be designed to remain essentially elastic while the web plates yield under seismic loading. However, determination of the design loads for vertical boundary elements to reliably achieve capacity design is difficult and a reasonably accurate approximate procedure is needed. This paper presents such a procedure for determining those design loads for the vertical boundary elements of steel plate shear walls so that the desired component yielding sequence is achieved. The procedure combines an assumed plastic collapse mechanism with a linear model of a vertical boundary element to determine the maximum axial forces, shear forces, and moments for vertical boundary elements considering fully yielded web plates and horizontal boundary elements hinging at their ends.
Steel plate shear walls column demands capacity design shear walls steel yielding
J.W. Berman M. Bruneau
Dept. of Civil and Environmental Engineering, University of Washington, Seattle, WA,USA Dept. of Civil, Structural and Environmental Engineering, and Director, MCEER, University at Buffalo
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）