000010438 001__ 10438
000010438 005__ 20141205155727.0
000010438 04107 $$aeng
000010438 046__ $$k2008-10-12
000010438 100__ $$aKamimura, Tomohiko
000010438 24500 $$aMechanical Behavior of Reinforced Concrete Beam-Column Assemblage with Different Floor Levels on Both Sides of Column

000010438 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010438 260__ $$b
000010438 506__ $$arestricted
000010438 520__ $$2eng$$a: The objects of this study are to give consideration to the mechanical behavior of beam-column subassemblage with different floor levels on both sides of column, and also to estimate the shear strength of joint in such a subassemblage. The number of test specimens with beam bar anchorage of the continuous hoop form within a joint is three and the variable of the test series is the distance between one beam axis and the other beam axis on both sides of column only. The failure mode of two specimens with zero distance and with the distance of a half beam depth between one beam axis and the other beam axis was the joint shear failure. At the maximum strength, the shear force of the joint zone between one beam axis and the other beam axis in the specimen with the distance of a half beam depth is larger than that of the joint zone in the specimen with zero distance. Therefore, the ultimate strength of joint with different floor levels should be estimated by means of the shear force of the joint zone between one axis and the other beam axis. As a result, the ultimate strength of joint relates with the ratio of the distance between one beam axis and the other beam axis to the column depth. Namely, as the value of ratio is smaller, the ultimate strength of joint increases.

000010438 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010438 653__ $$aBeam-column joint, Different floor levels, Shear strength of joint, Strut mechanism

000010438 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010438 720__ $$aKamimura, Tomohiko$$iIshibashi, Kazuhiko$$iFujitsuka, Mikio
000010438 8560_ $$ffischerc@itam.cas.cz
000010438 8564_ $$s400567$$uhttps://invenio.itam.cas.cz/record/10438/files/05-03-0023.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0023.
000010438 962__ $$r9324
000010438 980__ $$aPAPER