Vulnerability of Hybrid Masonry Building under Seismic Action
Abstract eng: Hybrid 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.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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