000011535 001__ 11535
000011535 005__ 20141205155920.0
000011535 04107 $$aeng
000011535 046__ $$k2008-10-12
000011535 100__ $$aSameshima, Y.
000011535 24500 $$aPlastic Deformation Capacity of H-Shaped Steel Beam Connected to Concrete Filled Steel Tubular Column

000011535 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011535 260__ $$b
000011535 506__ $$arestricted
000011535 520__ $$2eng$$aThe flexural strength of a beam web connected to a concrete filled circular steel tubular column is calculated by a mechanism method assuming the plastic collapse mechanisms of the column wall and the beam web. The flexural strength decreases as the diameter-thickness ratio of the column increases. The flexural strength of the beam web connected to the circular CFT column is greater than that of the beam web connected to the circular hollow steel tube. The simplified equation for calculating the flexural strength of the beam web is presented based on the analytical results. Further, the plastic deformation capacity of the beam connected to the square CFT column is calculated.

000011535 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011535 653__ $$abeam-to-column connection, steel concrete composite column, plastic analysis, mechanism method

000011535 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011535 720__ $$aSameshima, Y.$$iKido, M.$$iTsuda, K.
000011535 8560_ $$ffischerc@itam.cas.cz
000011535 8564_ $$s565842$$uhttps://invenio.itam.cas.cz/record/11535/files/05-05-0147.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-05-0147.
000011535 962__ $$r9324
000011535 980__ $$aPAPER