000009994 001__ 9994
000009994 005__ 20141205154136.0
000009994 04107 $$aeng
000009994 046__ $$k2008-10-12
000009994 100__ $$aFiouz, Alireza
000009994 24500 $$aEffect of Flexural Stiffness of End Beam on the Failure Behavior of Steel Shear Walls under Cyclic Loading

000009994 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009994 260__ $$b
000009994 506__ $$arestricted
000009994 520__ $$2eng$$aSteel plate shear walls are known as suitable systems for resisting lateral loads. In the last few decades, they have been used in the construction of new buildings and retrofit of existing buildings. In this paper, the behavior of a true-scale, single-bay single-story panel was investigated through a three-dimensional nonlinear finite element analysis. The finite element models include a steel shear wall with different end beams. For the loading (displacement) time history, the ATC-24 guidelines have been used. This loading has applied to the top nodes of the beams. Various parameters such as initial stiffness, strength, and energy absorption were obtained and the effect of the flexural stiffness of the end beam on these parameters was investigated and discussed. The results show that the cyclic behavior of steel shear walls is affected by the stiffness of the end beam. If this stiffness is low, the diagonal tension field cannot be performed properly. Therefore the ductility and energy absorption capacity of the panel is reduced.

000009994 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009994 653__ $$aSteel shear wall, failure behavior, cyclic loading, end beam.

000009994 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009994 720__ $$aFiouz, Alireza$$iSalehzadeh, Taha
000009994 8560_ $$ffischerc@itam.cas.cz
000009994 8564_ $$s620773$$uhttps://invenio.itam.cas.cz/record/9994/files/05-01-0083.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0083.
000009994 962__ $$r9324
000009994 980__ $$aPAPER