000012055 001__ 12055
000012055 005__ 20141205160014.0
000012055 04107 $$aeng
000012055 046__ $$k2008-10-12
000012055 100__ $$aWang, Yung-Chin
000012055 24500 $$aTruss Analysis for Evaluating the Behavior of Reinforced Concrete Moment-Resisting Frames with Poorly Reinforcing Details

000012055 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012055 260__ $$b
000012055 506__ $$arestricted
000012055 520__ $$2eng$$aThe target of the research in this paper is using truss analysis to predict the behavior of reinforced concrete moment-resisting frames, especially for the joints with poorly reinforcing details. The truss analysis is basically constructed by truss mechanism for a cracked RC frame. Parametric study for discussing concrete softened coefficients and joint shear degradation is included in this research. Furthermore, the truss model was verified by tested RC moment-resisting frames with different failure modes.

000012055 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012055 653__ $$atruss model, analysis, moment-resisting frame, beam-column joint

000012055 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012055 720__ $$aWang, Yung-Chin$$iHsu, Kai
000012055 8560_ $$ffischerc@itam.cas.cz
000012055 8564_ $$s395556$$uhttps://invenio.itam.cas.cz/record/12055/files/05-01-0438.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0438.
000012055 962__ $$r9324
000012055 980__ $$aPAPER