000011564 001__ 11564
000011564 005__ 20141205155923.0
000011564 04107 $$aeng
000011564 046__ $$k2008-10-12
000011564 100__ $$aSawada, K.
000011564 24500 $$aSeismic Design of Steel Frames Considering Structural Weight and Fabrication Cost

000011564 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011564 260__ $$b
000011564 506__ $$arestricted
000011564 520__ $$2eng$$aThe building structural engineers can’t necessarily predict the fabrication cost from the structural weight appropriately. It is because the fabrication cost for steel members depends upon the complexity of the connections rather than the structural weight. In this study, simple fabrication time functions for steel building rigid frames are first shown. Next, three steel building frames (Nos.1, 2 and 3) satisfying Japanese seismic codes are designed. Members of a building frame are generally grouped together to have the same size. No.1 is designed so as to make the fabrication cost small by using small number of groups of member sizes; No.3 to make structural weight small by using large number of groups of member sizes; No.2 is the intermediate case. The fabrication time for 3 frames is estimated by the presented function and the total cost consisting of fabrication time and material cost is discussed.

000011564 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011564 653__ $$aFabrication time functions, Structural design, Seismic design

000011564 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011564 720__ $$aSawada, K.$$iShimizu, H.$$iMatsuo, A.$$iSasaki, T.$$iYasui, T.$$iNamba, A.$$iTakamatsu, T.$$iTamai, H.
000011564 8560_ $$ffischerc@itam.cas.cz
000011564 8564_ $$s118464$$uhttps://invenio.itam.cas.cz/record/11564/files/05-05-0084.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0084.
000011564 962__ $$r9324
000011564 980__ $$aPAPER