000009614 001__ 9614
000009614 005__ 20141205150223.0
000009614 04107 $$aeng
000009614 046__ $$k2008-10-12
000009614 100__ $$aCanbolat, Burcu Burak
000009614 24500 $$aStructural Applications of a Reinforced Concrete Beam-Column-Slab Connection Model for Earthquake Loading

000009614 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000009614 260__ $$b
000009614 506__ $$arestricted
000009614 520__ $$2eng$$aAnalytical studies to evaluate the seismic response of reinforced concrete moment resisting frame structures, with and without joint deformations, demonstrated that the predicted inelastic behavior was not accurate when the joint region was assumed to be rigid. One of the main purposes of the research program was to develop a joint model that accounts for deterioration of shear strength and stiffness within the connection region and concentrated rotation due to rebar slip. The experimental data on joint distortion was used to develop and verify an analytical model that includes shear deformation and concentrated joint rotation components. The developed joint deformation model was then used in the nonlinear analysis of reinforced concrete buildings that provide different frame configurations and inelastic responses. The structures were subjected to inelastic dynamic time history analyses, using a variety of earthquake records that represent different levels of seismic risk. It was observed that if a deformable joint model was not included in the structural model, story drifts were underestimated significantly. Results of the nonlinear analyses for a selected building and brief information on the member modeling, including the joint model developed for this research program, are presented in this paper.

000009614 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000009614 653__ $$abeam-to-column connections, joint deformation model, earthquake loading, shear deformation, nonlinear analysis

000009614 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000009614 720__ $$aCanbolat, Burcu Burak
000009614 8560_ $$ffischerc@itam.cas.cz
000009614 8564_ $$s158481$$uhttps://invenio.itam.cas.cz/record/9614/files/05-01-0149.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0149.
000009614 962__ $$r9324
000009614 980__ $$aPAPER