000010194 001__ 10194
000010194 005__ 20141205155702.0
000010194 04107 $$aeng
000010194 046__ $$k2008-10-12
000010194 100__ $$aHatami, Farzad
000010194 24500 $$aAn Investigation of FRP Composite Steel Shear Walls (CSSW) under Cyclic Loading on Laboratory

000010194 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010194 260__ $$b
000010194 506__ $$arestricted
000010194 520__ $$2eng$$aComposite steel shear wall (C.S.S.W.) is widely used in civil projects because of its good stiffness and deformability. Its main advantage is the deformability due to buckling behavior of the steel sheet. It can be utilized by either laying a concrete layer connected to the steel by shear studs or bonding a FRP sheet to the steel by epoxy resin to form a composite shear wall. This paper defines the effect of FRP layer on steel shear wall (S.S.W.) behavior by numerical & experimental studies. In this regard, 3 experimental specimens involved of steel shear wall, steel plate shear wall composited with FRP layer and flexible frame are built and tested using a rigid frame and actuator under cyclic loading with frequency of 1/60, 1, 2 and 3 Hz. Results show that the FRP plate acts similar to a lateral support for the steel plate. It was indicated that the FRP plate could extend shear stresses to whole area of the steel plate. And so, the FRP layer would increase the stiffness and energy absorption and will be insignificant decreasing the ductility of S.S.W. as compared with C.S.S.W.

000010194 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010194 653__ $$aComposite Shear Wall, Steel Shear Wall, Post buckling, FRP, Cyclic Loading.

000010194 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010194 720__ $$aHatami, Farzad$$iRahai, Alireza
000010194 8560_ $$ffischerc@itam.cas.cz
000010194 8564_ $$s623080$$uhttps://invenio.itam.cas.cz/record/10194/files/12-01-0111.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0111.
000010194 962__ $$r9324
000010194 980__ $$aPAPER