000010995 001__ 10995
000010995 005__ 20141205155825.0
000010995 04107 $$aeng
000010995 046__ $$k2008-10-12
000010995 100__ $$aMitra, Nilanjan
000010995 24500 $$aContinuum Model for RC Interior Beam-Column Connection Regions

000010995 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010995 260__ $$b
000010995 506__ $$arestricted
000010995 520__ $$2eng$$aDue to complexity of reinforced concrete beam-column connection behavior, experimental investigations have not provided definitive answers as to the impact of local nonlinear material inelastic response on the development of global mechanisms that determine connection behavior. The current study investigates the application of the state-of-art commercial continuum finite element analysis software DIANA to simulate interaction between local and global mechanisms that govern failure and thereby to better understand the nonlinear response of reinforced concrete beam-column connections. The ability along with limitations of the state-of-art continuum finite element software DIANA in simulating the response of reinforced concrete interior beam column connections exhibiting all local inelastic mechanisms is presented in this research study. Recommendations are proposed for more generalized continuum study of reinforced concrete beam-column connections.

000010995 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010995 653__ $$aRC beam-column joint, connection region, continuum finite element, plasticity, bond-slip, concrete crack model. 

000010995 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010995 720__ $$aMitra, Nilanjan
000010995 8560_ $$ffischerc@itam.cas.cz
000010995 8564_ $$s312056$$uhttps://invenio.itam.cas.cz/record/10995/files/14-0111.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0111.
000010995 962__ $$r9324
000010995 980__ $$aPAPER