000221497 001__ 221497
000221497 005__ 20180913063857.0
000221497 0247_ $$2doi$$a10.1193/101915EQS154DP
000221497 022__ $$a8755-2930
000221497 02470 $$2ISI$$a000397173300016
000221497 037__ $$aARTICLE
000221497 245__ $$aTests on Thin Reinforced Concrete Walls Subjected to In-plane and Out-of-plane Cyclic Loading
000221497 260__ $$aOakland$$bEarthquake Engineering Research Inst$$c2017
000221497 269__ $$a2017
000221497 300__ $$a23
000221497 336__ $$aJournal Articles
000221497 520__ $$aThe present data paper describes an experimental campaign on five thin T-shaped reinforced concrete walls, including: details on the test units, materials, test setup, loading protocol, instrumentation, main features of each unit's response, organization of the provided test data, and examples of derived data. The tests aimed at assessing the influence of wall thickness on member stability, the role of lap splices on damage distribution and displacement ductility, and the effects of the simultaneous application of out-of-plane loading on the member response. A set of five companion test reports, one for each of the tested units, supplement the present manuscript.
000221497 6531_ $$areinforced concrete
000221497 6531_ $$awalls
000221497 6531_ $$aquasi-static cyclic tests
000221497 6531_ $$ain-plane
000221497 6531_ $$aout-of-plane
000221497 700__ $$0247204$$aSaraiva Esteves Pacheco de Almeida, João$$g234075
000221497 700__ $$aProdan, Ovidiu
000221497 700__ $$0247520$$aRosso, Angelica$$g238684
000221497 700__ $$0243657$$aBeyer, Katrin$$g198189
000221497 773__ $$j33$$k1$$q323-345$$tEarthquake Spectra
000221497 8564_ $$s2105564$$uhttps://infoscience.epfl.ch/record/221497/files/2016_Almeida_et_al_Tests_on_thin_reinforced_concrete_walls_subjected_to_in_and_out_of_plane_cyclic_loading_EQSpectra.pdf$$yn/a$$zn/a
000221497 909C0 $$0252256$$pEESD$$xU12170
000221497 909CO $$ooai:infoscience.tind.io:221497$$particle$$pENAC
000221497 917Z8 $$x198189
000221497 917Z8 $$x234075
000221497 917Z8 $$x234075
000221497 917Z8 $$x234075
000221497 917Z8 $$x198189
000221497 937__ $$aEPFL-ARTICLE-221497
000221497 973__ $$aEPFL$$rREVIEWED$$sPUBLISHED
000221497 980__ $$aARTICLE