000021592 001__ 21592
000021592 005__ 20170622131254.0
000021592 04107 $$aeng
000021592 046__ $$k2017-06-15
000021592 100__ $$aIsbiliroglu, Levent
000021592 24500 $$aRESPONSE-SPECTRUM COMPATIBLE RECORD SELECTION FOR NONLINEAR STRUCTURAL ANALYSIS

000021592 24630 $$n6.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000021592 260__ $$bNational Technical University of Athens, 2017
000021592 506__ $$arestricted
000021592 520__ $$2eng$$aNonlinear dynamic analysis is used to determine seismic behavior of structures under given input ground motions (e.g., seismic loading) that are selected appropriately with seismic hazard. Nonlinear analyses are very sensitive to the selected input GMs; however, there has not been a consensus among engineers and seismologists on how to select and scale GMs for nonlinear analysis.

000021592 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021592 653__ $$a

000021592 7112_ $$aCOMPDYN 2017 - 6th International Thematic Conference$$cRhodes Island (GR)$$d2017-06-15 / 2017-06-17$$gCOMPDYN2017
000021592 720__ $$aIsbiliroglu, Levent$$iGueguen, Philippe$$iLancieri, Maria
000021592 8560_ $$ffischerc@itam.cas.cz
000021592 8564_ $$s163760$$uhttps://invenio.itam.cas.cz/record/21592/files/17164.pdf$$yOriginal version of the author's contribution as presented on CD, section: [MS26] The SINAPS@ French research project on integrated seismic risk assessment for nuclear safety
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000021592 962__ $$r21500
000021592 980__ $$aPAPER