000012318 001__ 12318 000012318 005__ 20141205160042.0 000012318 04107 $$aeng 000012318 046__ $$k2008-10-12 000012318 100__ $$aZhao, Guanyuan 000012318 24500 $$aSeismic Performance of RPC Hollow Rectangular Bridge Columns 000012318 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering 000012318 260__ $$b 000012318 506__ $$arestricted 000012318 520__ $$2eng$$aTwo hollow rectangular bridge columns with Reactive powder concrete (RPC) were tested under a cyclically reversed horizontal load. Based on the test results, the seismic behavior of such columns was presented. An analytical model was developed to predict the force-displacement relationship of specimens. The test results were also compared to the proposed analytical model. It was found that the ductility factors of the specimens are over 4.0, and the proposed analytical model can predict the force-displacement relationship of such columns with acceptable accuracy. 000012318 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb. 000012318 653__ $$aSeismic performance, Reactive Powder Concrete, ductility, columns, bridges 000012318 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15 000012318 720__ $$aZhao, Guanyuan$$iYan, Guiping$$iHao, Wenxiu 000012318 8560_ $$ffischerc@itam.cas.cz 000012318 8564_ $$s421539$$uhttps://invenio.itam.cas.cz/record/12318/files/12-01-0190.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0190. 000012318 962__ $$r9324 000012318 980__ $$aPAPER