000012297 001__ 12297
000012297 005__ 20141205160039.0
000012297 04107 $$aeng
000012297 046__ $$k2008-10-12
000012297 100__ $$aZhang, Lingxin
000012297 24500 $$aNonlinear Seismic Response Analysis Method of Reinforced Concrete Core-Tube

000012297 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012297 260__ $$b
000012297 506__ $$arestricted
000012297 520__ $$2eng$$aThis paper gives a nonlinear seismic response analysis method of reinforced concrete core-tube, which is key lateral-force-resisting member of the steel-concrete hybrid structures. In this method, two key problems are solved. The one is to determine the reasonable nonlinear analysis model of concrete core-tube, and the other one is to select the nonlinear hysteretic model that can reflect true behavior of core-tube. At last, the corresponding analysis program is compiled on the basis of the large special computer program DRAIN-2D. And the program is proved to be reliable and effective by an example. The method in this paper can be used in steel-concrete core-tube structures and reinforced concrete frame-shear wall structures, and can be extended to use in reinforced concrete core structures and tube in tube structures. KEYWORD: reinforced concrete core-tube, analysis model, hysteretic model, nonlinear, seismic response analysis

000012297 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012297 653__ $$a

000012297 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012297 720__ $$aZhang, Lingxin$$iGuo, Fengyu
000012297 8560_ $$ffischerc@itam.cas.cz
000012297 8564_ $$s193674$$uhttps://invenio.itam.cas.cz/record/12297/files/05-01-0360.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0360.
000012297 962__ $$r9324
000012297 980__ $$aPAPER