000011149 001__ 11149
000011149 005__ 20141205155841.0
000011149 04107 $$aeng
000011149 046__ $$k2008-10-12
000011149 100__ $$aNateghi.A, F.
000011149 24500 $$aSeismic Behaviour of Moment Connections of Boxed-Column with Side Plates

000011149 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011149 260__ $$b
000011149 506__ $$arestricted
000011149 520__ $$2eng$$aUse of side plate in moment connections has enhanced the seismic behavior of connection specially in retrofitting project. The geometry of this connection eliminates recognized brittle behavioral uncertainties that are intrinsic with the use of a T-joint complete-penetration groove weld to connect beam flanges directly to a column flange. The significance of these uncertainties is characterized by unprecedented financial losses that resulted from the Northridge Earthquake. Results of an analytical investigation of cyclic behaviors of 13 models with side plates between IPE beam and box columns are presented in this paper. The analysis was conducted using the ANSYS 5.4 software. The results indicate that this type of connection has sufficient stiffness, strength and ductility to classify it as rigid, full-strength, ductile connection. Therefore this paper will present the models, finite element procedures and results obtained in this study which all indicate enhanced behavior resulted from using side plates in this type of connections.

000011149 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011149 653__ $$aSIDE PLATE, MOMENT CONNECTION, SYCLIC BEHAVIOUR. 

000011149 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011149 720__ $$aNateghi.A, F.$$iTabatabaei, Z.S.
000011149 8560_ $$ffischerc@itam.cas.cz
000011149 8564_ $$s488023$$uhttps://invenio.itam.cas.cz/record/11149/files/05-05-0125.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0125.
000011149 962__ $$r9324
000011149 980__ $$aPAPER