000004691 001__ 4691
000004691 005__ 20141119144545.0
000004691 04107 $$aeng
000004691 046__ $$k2002-06-02
000004691 100__ $$aMaljaars, Johan
000004691 24500 $$aNUMERICAL SIMULATION OF LATERAL-TORSIONAL BUCKLING OF COPED GIRDERS

000004691 24630 $$n15.$$pProceedings of the 15th ASCE Engineering Mechanics Division Conference
000004691 260__ $$bColumbia University in the City of New York
000004691 506__ $$arestricted
000004691 520__ $$2eng$$aThe lateral torsional buckling resistance of girders depends on the support conditions. In floor structures for buildings, coped girders are often used. A numerical model was developed to research the influence of copes on lateral buckling resistance. The model is successfully validated with tests. This paper describes the background of the numerical model, the test program and the results of the validation.

000004691 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004691 653__ $$alateral-torsional buckling, local buckling, cope, endplate, test

000004691 7112_ $$a15th ASCE Engineering Mechanics Division Conference$$cNew York (US)$$d2002-06-02 / 2002-06-05$$gEM2002
000004691 720__ $$aMaljaars, Johan$$iStark, Jan W.B.$$iSteenbergen, Henri M.G.M.$$iAbspoel, Roland
000004691 8560_ $$ffischerc@itam.cas.cz
000004691 8564_ $$s592155$$uhttp://invenio.itam.cas.cz/record/4691/files/180.pdf$$yOriginal version of the author's contribution as presented on CD, .
000004691 962__ $$r4594
000004691 980__ $$aPAPER