000012739 001__ 12739
000012739 005__ 20160920162643.0
000012739 04107 $$aeng
000012739 046__ $$k2016-09-05
000012739 100__ $$aWalter, A.
000012739 24500 $$aLoad bearing behaviour of simply supported runway beams

000012739 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012739 260__ $$bTaylor and Francis Group, London, UK
000012739 506__ $$arestricted
000012739 520__ $$2eng$$aRunway beams are subjected to biaxial bending and torsional moments due to concentrated vertical and eccentric horizontal loads. The cross section, the slenderness and the horizontal-tovertical load ratio affect the member stability behaviour and the failure criteria of these beams. The paper presents a numerical parametric study on the member stability behaviour of simple supported runway beams. The results of the study are used to review the existing simplified design method using reduction factors according to EN 1993-6, Annex A. The method does not lead to suitable design results for beams subject to large torsional moments. Limiting the application range of the model to small warping moments, however, provide suitable design results.

000012739 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012739 653__ $$a

000012739 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012739 720__ $$aWalter, A.$$iEbel, R.$$iKnobloch, M.
000012739 8560_ $$ffischerc@itam.cas.cz
000012739 8564_ $$s1302065$$uhttp://invenio.itam.cas.cz/record/12739/files/187.pdf$$yOriginal version of the author's contribution as presented on CD, 187.pdf.
000012739 962__ $$r12552
000012739 980__ $$aPAPER