000002154 001__ 2154
000002154 005__ 20141118153440.0
000002154 04107 $$acze
000002154 046__ $$k2013-05-27
000002154 100__ $$aSASTURKAR, Pandurang. J.
000002154 24500 $$aEARTHQUAKE IMPACT REDUCTION TECHNOLOGY OF FIBRE REINFORCED CONCRETE COMPOSITE MATERIAL TO SAVE LIFE LINE IN RURAL AREAS

000002154 24630 $$n1.$$pProceedings of the First International Conference on Concrete Sustainability
000002154 260__ $$bJapan Concrete Institute, Tokyo
000002154 506__ $$arestricted
000002154 520__ $$2eng$$aThis paper reports test results of 25 grossly under reinforced relatively large size simply supported tapered concrete beams subjected to flexural effects up to failure. The first set of 5 beams was nonfibrous. Twenty beams were divided into 4 sets containing steel fibres as additional reinforcement up to one-third, half, two-third and three-fourth the depth of the beam from the bottom, respectively. All sets of beams had variation in the tapered angle as 20, 40, 60, 80 and 100.The strength and stability parameters were measured. It is established that FRC tapered beams can be used economically in earthquake-prone areas.

000002154 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000002154 653__ $$afibre reinforced concrete, pitched roof, tapered beams, grossly under reinforced sections, earthquake.

000002154 7112_ $$aFirst International Conference on Concrete Sustainability$$cTokyo (JP)$$d2013-05-27 / 2013-05-29$$gICCS13
000002154 720__ $$aSASTURKAR, Pandurang. J.
000002154 8560_ $$ffischerc@itam.cas.cz
000002154 8564_ $$s1025856$$uhttp://invenio.itam.cas.cz/record/2154/files/S2-7-6.pdf$$y
             Original version of the author's contribution as presented on CD, .
            
000002154 962__ $$r2053
000002154 980__ $$aPAPER