000012039 001__ 12039
000012039 005__ 20141205160013.0
000012039 04107 $$aeng
000012039 046__ $$k2008-10-12
000012039 100__ $$aWang, Tao
000012039 24500 $$aInelastic Earthquake Response Analysis of Reinforced Concrete Frame-Shear Wall Structures

000012039 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012039 260__ $$b
000012039 506__ $$arestricted
000012039 520__ $$2eng$$aThe fiber model and the equivalent beam model are all used in this thesis. Calculations were conducted to simulate a shaking table test of a nine story 1:6 scale frame-shear wall building model. After comparing the test results of top floor displacement, acceleration, base shear response and maximum story drift ratio, the simulation effects were evaluated. Based on the tests and simulations, the paper gives a conclusion as follows: The simulation results which based on three-dimensional analysis of fiber model and two-dimension analysis simulated by IDARC-2D4.0 are very similar. The reliability and stability of them are very well. And the fact that the results of numerical simulation are similar to the test proves that numerical simulation can simulate the elastic-plastic earthquake response of R.C. structures very well. This is helpful to the research of the elastic-plastic earthquake response of R.C. structures.

000012039 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012039 653__ $$aframe-shear wall structures, Fiber model, inelastic dynamic analysis

000012039 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012039 720__ $$aWang, Tao$$iSun, Jingjiang$$iMeng, Liyan
000012039 8560_ $$ffischerc@itam.cas.cz
000012039 8564_ $$s859440$$uhttps://invenio.itam.cas.cz/record/12039/files/05-01-0377.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-01-0377.
000012039 962__ $$r9324
000012039 980__ $$aPAPER