000011809 001__ 11809
000011809 005__ 20141205155949.0
000011809 04107 $$aeng
000011809 046__ $$k2008-10-12
000011809 100__ $$aTakahashi, Yoshikazu
000011809 24500 $$aInternational Distributed Hybrid Simulation of 2-Span Continuous Bridge

000011809 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011809 260__ $$b
000011809 506__ $$arestricted
000011809 520__ $$2eng$$aTo evaluate a seismic response of bridge systems, it is important to adopt the most appropriate model for each component. In this study, the seismic response of a bridge with a C-bent and a single RC pier and a steel pier is evaluated. Whereas the single RC pier is modeled by the fiber model, the C-bent RC and the steel pier are modeled by the hybrid experimental models because any numerical models cannot take into account their strong nonlinear behavior. OpenSees and OpenFresco are used to conduct the international hybrid simulation. As the results of the international hybrid simulation between Kyoto Univ. and UC Berkeley, the nonlinear seismic response of the bridge system can be obtained and the distributed hybrid simulation is found to be a powerful tool for the evaluation of structural systems.

000011809 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011809 653__ $$aHybrid simulation, Bridge system, C-bent RC column, Strong nonlinear response

000011809 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011809 720__ $$aTakahashi, Yoshikazu$$iIemura, Hirokazu$$iMahin, Stephen A.$$iFenves, Gregory L.
000011809 8560_ $$ffischerc@itam.cas.cz
000011809 8564_ $$s256461$$uhttps://invenio.itam.cas.cz/record/11809/files/S17-03-002.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: S17-03-002.
000011809 962__ $$r9324
000011809 980__ $$aPAPER