000012753 001__ 12753
000012753 005__ 20160920162643.0
000012753 04107 $$aeng
000012753 046__ $$k2016-09-05
000012753 100__ $$aUtsuki, Y.
000012753 24500 $$aElastic buckling characteristics of L-shaped beam-column connection panels for H-section members

000012753 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012753 260__ $$bTaylor and Francis Group, London, UK
000012753 506__ $$arestricted
000012753 520__ $$2eng$$aThis study examines elastic buckling characteristics of L-shaped beam–column connection panels for H-section members. Based on the results, the following conclusions are reached: (1) the edges of the panel plate are almost fixed by the panel frame, (2) the buckling form the of bending mode appears in the panel plate and is influenced by bending stress because of the difference in sectional shape, and elastic buckling strength is safely calculated using the stress function used in this study, (3) elastic buckling strength decreases upon increasing the ratio of the section modulus, and elastic buckling strength equation is estimated.

000012753 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012753 653__ $$a

000012753 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012753 720__ $$aUtsuki, Y.$$iIkarashi, K.
000012753 8560_ $$ffischerc@itam.cas.cz
000012753 8564_ $$s1290861$$uhttp://invenio.itam.cas.cz/record/12753/files/201.pdf$$yOriginal version of the author's contribution as presented on CD, 201.pdf.
000012753 962__ $$r12552
000012753 980__ $$aPAPER