000010661 001__ 10661
000010661 005__ 20141205155751.0
000010661 04107 $$aeng
000010661 046__ $$k2008-10-12
000010661 100__ $$aLi, Gang
000010661 24500 $$aSeismic Optimum Design for the High-Rise Building with Girder Transfer Floor

000010661 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010661 260__ $$b
000010661 506__ $$arestricted
000010661 520__ $$2eng$$aThis paper proposes an integrated seismic optimum design approach for the high-rise buildings with girder transfer floor, including topology optimum design of the transfer floor and size optimum design of beams and columns. First, the girder transfer floor is optimized using the SIMP topology optimization method to obtain the optimum topological form of the transfer floor. Then the size optimum design of beams and columns is performed. The initial cost and life cycle cost are employed as the objective function in the seismic design, respectively. Finally, a numerical example of 23-story high-rise building is calculated, and the results show the optimum design of minimum life cycle cost is more cost-effective.

000010661 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010661 653__ $$atransfer floor, topology optimization, size optimization, seismic design, life cycle cost

000010661 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010661 720__ $$aLi, Gang$$iNing, Hongchao
000010661 8560_ $$ffischerc@itam.cas.cz
000010661 8564_ $$s127129$$uhttps://invenio.itam.cas.cz/record/10661/files/S14-025.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S14-025.
000010661 962__ $$r9324
000010661 980__ $$aPAPER