000019047 001__ 19047
000019047 005__ 20170118182256.0
000019047 04107 $$aeng
000019047 046__ $$k2017-01-09
000019047 100__ $$aTeshigawara, Masaomi
000019047 24500 $$aFailure Mechanism of Beam-Column Joint of Reinforced Concrete Frame With Non-Structural Walls

000019047 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019047 260__ $$b
000019047 506__ $$arestricted
000019047 520__ $$2eng$$aIn this study, the design procedure of failure mechanism around the beam-column joint of frame with non-structural wall were discussed. The experiment of the beam-column joint with non-structural walls were conducted. The parameter of the specimens are column-beam strength ratio considering the effect of non-structural wall, wall thickness, fixing condition of horizontal reinforcement of the standing and hanging wall, vertical reinforcement of column with wing wall and height of contrary flexure of column. The conclusions were obtained as follows; 1) the failure mode of beam-column joint with nonstructural wall, that beam-column strength ratio is more than 1.5, would be beam failure mode clearly. 2) To use large size reinforcement for the vertical reinforcement of wing wall, the damage of the wing wall was avoided, and the failure mechanism was changed to the beam failure mode. 3) The height of contrary flexure of column to be higher, the failure mechanism was changed to the column failure.

000019047 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019047 653__ $$aReinforced Concrete, Beam-column Joint, Non-structural Wall, Failure Mechanism

000019047 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019047 720__ $$aTeshigawara, Masaomi$$iHirabayashi, Michihiro$$iNakamura, Akihiro
000019047 8560_ $$ffischerc@itam.cas.cz
000019047 8564_ $$s1015313$$uhttps://invenio.itam.cas.cz/record/19047/files/2746.pdf$$yOriginal version of the author's contribution as presented on USB, paper 2746.
000019047 962__ $$r16048
000019047 980__ $$aPAPER