000012032 001__ 12032
000012032 005__ 20141205160012.0
000012032 04107 $$aeng
000012032 046__ $$k2008-10-12
000012032 100__ $$aWang, Ren-Zuo
000012032 24500 $$aStructural Collapse Analysis of Framed Structures under Seismic Excitation

000012032 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012032 260__ $$b
000012032 506__ $$arestricted
000012032 520__ $$2eng$$aThis paper presents a numerical procedure which is called the vector form intrinsic finite element (VFIFE, V-5) method. It is used to analyze the nonlinear behavior of structural collapse under seismic excitation. The whole progressive collapse processes of the framed structures in various conditions are also simulated. The numerical procedure in V-5 method provided for new concept to deal with large deformation and rotation from continuous states to discontinuous states. The geometry nonlinear and the nonlinear material have been considered. The damage index of elements is adopted to decide the failure criteria of element joints. In order to simulate the progressive collapse behavior of the structure, the comparison between numerical simulation of V-5 method and shake table experiments demonstrates the accuracy of V-5 method.

000012032 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012032 653__ $$avector form intrinsic finite element, progressive collapse, damage index

000012032 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012032 720__ $$aWang, Ren-Zuo$$iWu, Chiun-Lin$$iTsai, Keh-Chyuan$$iYang, Yuan-Sen$$iLin, Bo-Zhou
000012032 8560_ $$ffischerc@itam.cas.cz
000012032 8564_ $$s347500$$uhttps://invenio.itam.cas.cz/record/12032/files/14-0256.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 14-0256.
000012032 962__ $$r9324
000012032 980__ $$aPAPER