000012281 001__ 12281
000012281 005__ 20141205160038.0
000012281 04107 $$aeng
000012281 046__ $$k2008-10-12
000012281 100__ $$aZhang, G.
000012281 24500 $$aSeismic Performance and Shear Resisting Capacity of Steel Plate Reinforced Concrete Coupling Beams

000012281 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012281 260__ $$b
000012281 506__ $$arestricted
000012281 520__ $$2eng$$aCoupling beams of coupled shear wall system in seismic regions are required to have high load resisting capacity and excellent ductility and energy-dissipation capacity. To achieve this goal, the concept of steel plate reinforced concrete coupling beams (SPRCCB) is proposed. 6 SPRCCB specimens, 4 with a span-depth ratio of 1.5 and 2 with a span-depth ratio of 2.5, were tested under cyclic loading. Test results of the specimens are discussed. To further investigate the role of the steel plate in a SPRCCB, non-linear FE model based on one of the tested specimens was set up and verified. Based on this model, a parametric study was carried out to investigate the effect of the steel plate reinforcement ratio, the depth, thickness and depth-thickness ration of the steel plate on the shear resisting capacity of a SPRCCB. Some design recommendations were proposed based on the experimental and the analytical results.

000012281 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012281 653__ $$aSteel plate reinforced, Coupling beam, Experiment, FE analysis, Shear resisting capacity

000012281 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012281 720__ $$aZhang, G.$$iZhao, Z.Z.$$iQian, J.R.
000012281 8560_ $$ffischerc@itam.cas.cz
000012281 8564_ $$s650867$$uhttps://invenio.itam.cas.cz/record/12281/files/05-06-0020.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-06-0020.
000012281 962__ $$r9324
000012281 980__ $$aPAPER