000010491 001__ 10491
000010491 005__ 20141205155733.0
000010491 04107 $$aeng
000010491 046__ $$k2008-10-12
000010491 100__ $$aKeii, Michio
000010491 24500 $$aA Trial Design of Steel Framed Office Building Based on an Optimum Design Method

000010491 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010491 260__ $$b
000010491 506__ $$arestricted
000010491 520__ $$2eng$$aUntil now, many researches on optimum design of building structures have been made, and improving performance of computers enabled us to solve large and complicated optimum design problems numerically. However, the optimum designs given by conventional optimum design methods don’t necessarily provide directly acceptable optimum solutions for practical structural design at the present time. In this paper, we clarify the point to build an optimum design system which is to give optimum designs suitable for practical structural design by showing an example using an optimum design method considering constraints required by actual design in practice within the framework of the Building Standard Law of Japan.

000010491 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010491 653__ $$aOptimum design, Discrete-variable optimization, Gradient projection method, Design support tool

000010491 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010491 720__ $$aKeii, Michio$$iIkago, Kohju$$iLee, Yujin$$iUetani, Koji
000010491 8560_ $$ffischerc@itam.cas.cz
000010491 8564_ $$s524659$$uhttps://invenio.itam.cas.cz/record/10491/files/S14-027.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S14-027.
000010491 962__ $$r9324
000010491 980__ $$aPAPER