000009527 001__ 9527
000009527 005__ 20141205150214.0
000009527 04107 $$aeng
000009527 046__ $$k2008-10-12
000009527 100__ $$aBerman, J.W.
000009527 24500 $$aAn Improved Procedure for Capacity Design of Vertical Boundary Elements in Steel Plate Shear Walls

000009527 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009527 260__ $$b
000009527 506__ $$arestricted
000009527 520__ $$2eng$$aConsistent 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.

000009527 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009527 653__ $$aSteel plate shear walls, column demands, capacity design, shear walls, steel yielding

000009527 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009527 720__ $$aBerman, J.W.$$iBruneau, M.
000009527 8560_ $$ffischerc@itam.cas.cz
000009527 8564_ $$s447271$$uhttps://invenio.itam.cas.cz/record/9527/files/05-05-0014.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0014.
000009527 962__ $$r9324
000009527 980__ $$aPAPER