000010033 001__ 10033
000010033 005__ 20141205154139.0
000010033 04107 $$aeng
000010033 046__ $$k2008-10-12
000010033 100__ $$aGallardo-Zafra, Richelle M.
000010033 24500 $$aAnalysis of Carbon Fiber Sheet Retrofitted RC Bridge Columns

000010033 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010033 260__ $$b
000010033 506__ $$arestricted
000010033 520__ $$2eng$$aExperimental studies were conducted by some researchers to investigate the cyclic performance of CFSretrofitted columns; however there is a need to develop analytical methods which can simulate its hysteretic response. This study presents an analysis of the hysteretic behavior of CFS-retrofitted reinforced concrete circular columns. Fiber element analysis was conducted based on cyclic constitutive models of longitudinal reinforcement and concrete confined by both CFS and tie reinforcement. The analysis was verified based on available cyclic test data and analysis provides good agreement with the experimental results. Using the fiber element analysis, the effect of CFS retrofit on the seismic response of a prototype pier was also clarified.

000010033 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010033 653__ $$aBridge columns, reinforced concrete, carbon-fiber sheet, non-linear analysis, cyclic response

000010033 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010033 720__ $$aGallardo-Zafra, Richelle M.$$iKawashima, Kazuhiko
000010033 8560_ $$ffischerc@itam.cas.cz
000010033 8564_ $$s1296009$$uhttps://invenio.itam.cas.cz/record/10033/files/S17-02-008.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S17-02-008.
000010033 962__ $$r9324
000010033 980__ $$aPAPER