000018400 001__ 18400
000018400 005__ 20170118182220.0
000018400 04107 $$aeng
000018400 046__ $$k2017-01-09
000018400 100__ $$aKitayama, Kazuhiro
000018400 24500 $$aSeismic Performance of Reinforced Concrete Corner Beam-Column Joint Subjected To Bi-Directional Lateral Cyclic Loading

000018400 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000018400 260__ $$b
000018400 506__ $$arestricted
000018400 520__ $$2eng$$aSeismic performance of a corner beam-column joint in reinforced concrete frames was studied by testing two threedimensional corner beam-column subassemblage specimens without slabs under constant column axial load and bidirectional lateral cyclic load reversals. A column-to-beam flexural strength ratio was varied from 1.4 to 2.3 by changing the magnitude of column axial load. Although a sufficient margin to prevent shear failure was provided to a beam-column joint in the test, subassemblage specimens failed in joint hinging after beam and column longitudinal bars and joint hoops yielded. The ultimate joint hinging capacity of a corner joint under bi-directional lateral loading was enhanced by column compressive axial load, and can be estimated based on the new mechanism proposed by Kusuhara and Shiohara.

000018400 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000018400 653__ $$aReinforced concrete; Corner beam-column joint; Bi-directional loading; Joint failure; Seismic performance

000018400 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000018400 720__ $$aKitayama, Kazuhiro$$iKatae, Hiromu
000018400 8560_ $$ffischerc@itam.cas.cz
000018400 8564_ $$s1707102$$uhttps://invenio.itam.cas.cz/record/18400/files/138.pdf$$yOriginal version of the author's contribution as presented on USB, paper 138.
000018400 962__ $$r16048
000018400 980__ $$aPAPER