000012013 001__ 12013
000012013 005__ 20141205160010.0
000012013 04107 $$aeng
000012013 046__ $$k2008-10-12
000012013 100__ $$aWang, Fan
000012013 24500 $$aSeismic Collapse Tests and Simulations of Reinforced Concrete Frames with Non Confined Beam-Column Joints

000012013 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012013 260__ $$b
000012013 506__ $$arestricted
000012013 520__ $$2eng$$aThis paper presents static and shaking table collapse tests as well as numerical simulations conducted on a series of 5 one-bay and one-storey RC frames with different beam-column joint detailings. While the collapse of the well detailed reference specimen was due to column reinforcing bar failures after yielding, the collapses of the other 4 specimens which have no transverse beam-column joint reinforcement were caused by the failure of the joints at considerably reduced load levels. Numerical simulations have been performed using CAST3M code developed by CEA. The frame is represented by beam fibre models and a non linear shear law with softening is assigned to the joint element to model its shear failure. It is shown that despite its simplicity, the finite element model used can reproduce realistic behaviour of the tested RC frames up to failure.

000012013 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012013 653__ $$aExisting buildings, beam-column joint, seismic test, collapse simulation 

000012013 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012013 720__ $$aWang, Fan$$iChaudat, Thierry$$iLavarenne, Sylvain$$iGuilhem, Gilbert
000012013 8560_ $$ffischerc@itam.cas.cz
000012013 8564_ $$s38442$$uhttps://invenio.itam.cas.cz/record/12013/files/S15-012.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S15-012.
000012013 962__ $$r9324
000012013 980__ $$aPAPER