000009949 001__ 9949
000009949 005__ 20141205153210.0
000009949 04107 $$aeng
000009949 046__ $$k2008-10-12
000009949 100__ $$aEsfandiar, R.
000009949 24500 $$aInvestigation Behaviour Thin Steel Plate Shear Walls

000009949 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009949 260__ $$b
000009949 506__ $$arestricted
000009949 520__ $$2eng$$aSteel plate shear walls have been used for building design in both North America and Japan, but with different design and detailing strategy. One approach employs heavily stiffened steel plate shear walls to ensure that the wall panel achieves its full plastic strength prior to out-of-plane buckling, An alternative approach is to use slender unstiffened steel wall plates, which exhibit nonlinear behavior at relatively small story drifts as they buckle out of plane. In this paper, a nonlinear finite element model of a one single- and a four-story thin (unstiffened) steel plate shear walls were developed, then by using saved energy in plate and frame of the thin steel plate shear walls, portion of frame and plate from total stiffness of the steel plate shear walls were separated and with varing the columns flexural stiffness, variations of stiffness of the thin steel plate shear wall, frame and plate; effect of interaction between frame and plate on frame and plate stiffness; and also variations reactions in the plate length edge connection to foundation are considered. Results are indicated that increasing of inertia moment of the columns is effected considerably on behaviuor the thin steel plate shear wall.

000009949 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009949 653__ $$asteel, plate, frame, wall, stiffness, column

000009949 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009949 720__ $$aEsfandiar, R.$$iBarkhordari, M.A.
000009949 8560_ $$ffischerc@itam.cas.cz
000009949 8564_ $$s231819$$uhttps://invenio.itam.cas.cz/record/9949/files/05-05-0119.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0119.
000009949 962__ $$r9324
000009949 980__ $$aPAPER