000019270 001__ 19270
000019270 005__ 20170118182307.0
000019270 04107 $$aeng
000019270 046__ $$k2017-01-09
000019270 100__ $$aTasligedik, Ali Sahin
000019270 24500 $$aDesign of Frp Strengthened RC Beam-Column Joints Using Strength Hierarchy Assessment Method

000019270 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019270 260__ $$b
000019270 506__ $$arestricted
000019270 520__ $$2eng$$aIn this paper, the Fiber Reinforced Polymer (FRP) beam-column joint strengthening layout adopted by the researchers at the University of Canterbury (UC) has been studied. A simplified analysis and design procedure is proposed that can be used to quantify the provided capacity. The proposed procedure can facilitate the use of this strengthening scheme in real life engineering applications. The procedure is validated using the previous experimental work utilizing the same FRP strengthening scheme. The capacity given by the FRPs is assessed using the hierarchy of strength assessment method. In this method, the expected member failure sequences of as-built and strengthened reinforced concrete (RC) beam-column joints as well as the global base shear demands corresponding to each failure mode can be determined. It has been shown that the proposed design and analysis method for the FRP joint strengthening is in good agreement with the experimental test results with similar FRP strengthening schemes.

000019270 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019270 653__ $$aFRP, retrofit, joint shear, hierarchy of strength

000019270 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019270 720__ $$aTasligedik, Ali Sahin$$iAkguzel, Umut
000019270 8560_ $$ffischerc@itam.cas.cz
000019270 8564_ $$s1299286$$uhttp://invenio.itam.cas.cz/record/19270/files/3272.pdf$$yOriginal version of the author's contribution as presented on USB, paper 3272.
000019270 962__ $$r16048
000019270 980__ $$aPAPER