000010401 001__ 10401
000010401 005__ 20141205155723.0
000010401 04107 $$aeng
000010401 046__ $$k2008-10-12
000010401 100__ $$aJin, B
000010401 24500 $$aSeismic Performance Experimental Research on Reiforced Concrete Columns Strengthened with CFRP

000010401 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010401 260__ $$b
000010401 506__ $$arestricted
000010401 520__ $$2eng$$aCFRP has a light weight, high tensile strength, and a high resistance to the corrosion and fatigue. These properties make CFRP attracted increasing interests in civil engineering. Based on shaking table tests of several reinforced concrete (RC) flat slab beamless construction models, the seismic performance of square columns strengthened with carbon fiber reinforced polymer (CFRP) composites are investigated. The effects of CFRP quantity and load types to seismic behavior of RC square columns are studied. According to the test results and Italian-Chinese approaches of FRP-based strategies tailored for seismic retrofitting, one or more calculated methods or opinions will be provided. In the future, with the cooperation activated between the Harbin Institute of Engineering Mechanics and the University of Roma “La Sapienza”, finite element dynamic analysis will be carried out by OpenSees, and approximate agreement between test and theoretical results will be achieved.

000010401 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010401 653__ $$aseismic performance, CFRP, shaking table test, OpenSees

000010401 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010401 720__ $$aJin, B$$iDai, J.W.$$iZu, D.F.$$iWang, Y.R.$$iAlessandri, S.$$iMonti, Giorgio$$iNisticò, Nicola
000010401 8560_ $$ffischerc@itam.cas.cz
000010401 8564_ $$s76673$$uhttps://invenio.itam.cas.cz/record/10401/files/11-0198.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 11-0198.
000010401 962__ $$r9324
000010401 980__ $$aPAPER