000011075 001__ 11075
000011075 005__ 20141205155833.0
000011075 04107 $$aeng
000011075 046__ $$k2008-10-12
000011075 100__ $$aMotoyui, Shojiro
000011075 24500 $$aNumerical Modeling and Evaluation of Steel Frames with Concrete Slab

000011075 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011075 260__ $$b
000011075 506__ $$arestricted
000011075 520__ $$2eng$$aThe properties like the rigidity of a frame are very important to predict the dynamic response of the building with any dampers since the effect of dampers in a frame strongly depends on the rigidity of the frame. However, in the case of steel frames to which concrete slabs are attached, the mechanism for the transmission of forces between steel frames and concrete slabs has not been clarified sufficiently and the appropriate numerical model has not established while steel frames without concrete slabs can be accurately simulated recently. The objective in this paper is the establishment of the suitable numerical model to accurately predict the behavior of the damped steel building in the full-size shaking-table test in future. Finally, we examine the validity of the present model in comparison with some experimental results.

000011075 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011075 653__ $$aComposite beam, Numerical simulation, Modeling, Material nonlinearity

000011075 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011075 720__ $$aMotoyui, Shojiro$$iKasai, Kazuhiko$$iKaneko, Kensaku$$iAsahi, Tomoki
000011075 8560_ $$ffischerc@itam.cas.cz
000011075 8564_ $$s2654094$$uhttps://invenio.itam.cas.cz/record/11075/files/S17-01-010.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S17-01-010.
000011075 962__ $$r9324
000011075 980__ $$aPAPER