000011793 001__ 11793
000011793 005__ 20141205155947.0
000011793 04107 $$aeng
000011793 046__ $$k2008-10-12
000011793 100__ $$aTaghikhany, T.
000011793 24500 $$aVulnerability of Hybrid Masonry Building under Seismic Action

000011793 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011793 260__ $$b
000011793 506__ $$arestricted
000011793 520__ $$2eng$$aHybrid masonry building is a type of masonry building that uses steel columns and beams as a bearing system in order to meet architectural requirements for wider space. In this paper, masonry walls are modeled by finite element method and analyzed nonlinear statically. Real nonlinear properties of material are considered in the modeling, too. The results of model are compared with experimental modeling results to verify accuracy of numerical model. The vulnerability of hybrid masonry building under seismic load is investigated by creating three dimensional models through nonlinear static analysis.

000011793 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011793 653__ $$ahybrid masonry structure, nonlinear static analysis, vulnerability

000011793 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011793 720__ $$aTaghikhany, T.$$iTehranizadeh, M.$$iArabameri, M.
000011793 8560_ $$ffischerc@itam.cas.cz
000011793 8564_ $$s435203$$uhttps://invenio.itam.cas.cz/record/11793/files/05-04-0025.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-04-0025.
000011793 962__ $$r9324
000011793 980__ $$aPAPER