000011845 001__ 11845
000011845 005__ 20141205155952.0
000011845 04107 $$aeng
000011845 046__ $$k2008-10-12
000011845 100__ $$aTaniguchi, Hiroaki
000011845 24500 $$aSeismic Performance of Reinforced Concrete Beams with Low Strength Concrete

000011845 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011845 260__ $$b
000011845 506__ $$arestricted
000011845 520__ $$2eng$$aTwo series of experimental works concerning low strength concrete of the existing reinforced concrete buildings was performed, in order to provide the appropriate seismic evaluation method for low strength concrete buildings in this study. Material tests of low strength concrete were performed to obtain the fundamental characteristics of low strength concrete. Then, the monotonic loading tests of beams whose parameters were concrete strength and stirrup ratio were performed to investigate the shear capacity of the structural member used low strength concrete. From test results it was founded that modified Popovics model for stress strain curves of concrete was applicable for low strength concrete, and shear capacity could be estimated by the present formula based on arch and truss theory.

000011845 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011845 653__ $$aLow strength concrete, Stress strain curve, Popovics model, Shear capacity

000011845 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011845 720__ $$aTaniguchi, Hiroaki$$iYasojima, Akira$$iAraki, Hideo
000011845 8560_ $$ffischerc@itam.cas.cz
000011845 8564_ $$s428018$$uhttps://invenio.itam.cas.cz/record/11845/files/05-03-0034.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0034.
000011845 962__ $$r9324
000011845 980__ $$aPAPER