000010594 001__ 10594
000010594 005__ 20141205155743.0
000010594 04107 $$aeng
000010594 046__ $$k2008-10-12
000010594 100__ $$aKusuhara, F.
000010594 24500 $$aTests of R/C Beam-Column Joint with Variant Boundary Conditions and Irregular Details on Anchorage of Beam Bars

000010594 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010594 260__ $$b
000010594 506__ $$arestricted
000010594 520__ $$2eng$$aTen half-scale reinforced concrete beam-column joint sub-assemblages were loaded to failure by statically cyclic loading simulating earthquake loading, to obtain fundamental data including stress in bars after yielding and joint deformation. The test parameters were (1) boundary conditions and loading types for specimens with identical form, section and bar arrangement, (2) the forms of specimens with identical boundary condition and loading type, (3) with or without transverse beams and (4) details on anchorage of beam bars in interior and exterior joints. The test results indicated that (1) in some case of damage of joints were severe, maximum story shear were lower than predicted story shear at ultimate strength of beam in spite of beam bars were yielded, (2) the rotations of four parts of the joint divided with diagonal cracks were dominant in story drift deformation in case of joint failure after yielding of beams, (3) in case of damage of joints were severe, bond actions of beam bars or column bars passing through the joints kept low level and (4) poor anchorage length of beam bars in exterior joints led lower story shear capacity, yielding of column bars and severe damage in the joints.

000010594 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010594 653__ $$areinforced concrete, beam-column joint, subcomponent of deformation, yield strength

000010594 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010594 720__ $$aKusuhara, F.$$iShiohara, H.
000010594 8560_ $$ffischerc@itam.cas.cz
000010594 8564_ $$s1075803$$uhttps://invenio.itam.cas.cz/record/10594/files/05-03-0098.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0098.
000010594 962__ $$r9324
000010594 980__ $$aPAPER