000010612 001__ 10612
000010612 005__ 20141205155745.0
000010612 04107 $$aeng
000010612 046__ $$k2008-10-12
000010612 100__ $$aLamarche, Charles-Philippe
000010612 24500 $$aComparison Between Real Time Nonlinear Seismic Hybrid and Shake Table Testing Techniques

000010612 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000010612 260__ $$b
000010612 506__ $$arestricted
000010612 520__ $$2eng$$aA direct comparison is made between shake table and real time hybrid simulation testing techniques for a two-storey steel building structure model. Only the first-storey structural components were included in the hybrid test program and a Rosenbrock-W explicit integration scheme was adopted for the numerical solution. The tests were performed under seismic ground motions exhibiting various amplitude levels and frequency contents to develop first and second mode dominated responses as well as elastic and inelastic responses. Excellent correlation was obtained between the two testing techniques, indicating that real time hybrid testing method can be used to successfully reproduce both the linear and nonlinear seismic responses of ductile structural steel seismic force resisting systems.

000010612 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000010612 653__ $$aIntegration scheme, Real time hybrid testing, Rosenbrock, Shake table testing

000010612 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000010612 720__ $$aLamarche, Charles-Philippe$$iLeclerc, Martin$$iTremblay , Robert$$iLéger, Pierre$$iBouaanani, Najib$$iKoboevic, Sanda$$iBursi, Oreste
000010612 8560_ $$ffischerc@itam.cas.cz
000010612 8564_ $$s1949797$$uhttps://invenio.itam.cas.cz/record/10612/files/12-01-0236.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 12-01-0236.
000010612 962__ $$r9324
000010612 980__ $$aPAPER