000142643 001__ 142643
000142643 005__ 20190522130239.0
000142643 0247_ $$2doi$$a10.1007/s10518-009-9139-0
000142643 022__ $$a1570-761X
000142643 02470 $$2ISI$$a000274707000009
000142643 037__ $$aARTICLE
000142643 245__ $$aSeismic response of nonstructural components in case of nonlinear structures based on floor response spectra method
000142643 260__ $$bSpringer Verlag$$c2010
000142643 269__ $$a2010
000142643 336__ $$aJournal Articles
000142643 500__ $$aNational Licences
000142643 6531_ $$aNonlinear seismic behavior
000142643 6531_ $$aNonstructural components
000142643 6531_ $$aFloor response spectra
000142643 6531_ $$aResonance factor
000142643 6531_ $$aAmplification factor
000142643 6531_ $$aNonlinear time history analysis
000142643 6531_ $$aHysteretic model
000142643 6531_ $$aRecorded earthquake ground motions
000142643 6531_ $$aBehavior
000142643 700__ $$0242298$$aOropeza, M.$$g147838
000142643 700__ $$aFavez, P.
000142643 700__ $$0240550$$aLestuzzi, P.$$g136291
000142643 773__ $$j8$$k2$$q387-400$$tBulletin of earthquake engineering
000142643 8564_ $$s479833$$uhttps://infoscience.epfl.ch/record/142643/files/10518_2009_Article_9139.pdf$$zPUBLISHER'S VERSION
000142643 909C0 $$0252031$$pIMAC$$xU10237
000142643 909CO $$ooai:infoscience.tind.io:142643$$particle$$pENAC
000142643 917Z8 $$x173008
000142643 917Z8 $$x147838
000142643 917Z8 $$x147838
000142643 937__ $$aIMAC-ARTICLE-2009-030
000142643 973__ $$aEPFL$$rREVIEWED$$sPUBLISHED
000142643 980__ $$aARTICLE