000019203 001__ 19203
000019203 005__ 20170118182304.0
000019203 04107 $$aeng
000019203 046__ $$k2017-01-09
000019203 100__ $$aSahoo, Dipti Ranjan
000019203 24500 $$aPseudo-Dynamic Testing of Large-Scale Reinforced Concrete Frame With Open Ground Story

000019203 24630 $$n16.$$pProceedings of the 16th World Conference on Earthquake Engineering
000019203 260__ $$b
000019203 506__ $$arestricted
000019203 520__ $$2eng$$aPseudo-dynamic (PsD) testing procedure is considered as one of the effective tool to investigate the seismic performance of structural components. In the PsD test, the results of numerical simulation of a prototype structure is used in experiment and vice-versa, which provides a flexibility of ascertaining the real-seismic performance of structures without shake-table tests. In this study, PsD test was carried out on a half-scale two-story reinforced concrete (RC) frame with open ground-story. The seismic performance of the test specimen was investigated for a scaled recorded ground motion. The main parameters investigated were the locations of damages, lateral load resisting capacity, and mode of failure. The results of PsD test were compared with the numerical results of a prototype frame under the same set of ground motions.

000019203 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000019203 653__ $$aPseudo dynamic (PsD; Open ground story; Soft story mechanism

000019203 7112_ $$a16th World Conference on Earthquake Engineering$$cSantiago (CL)$$d2017-01-09 / 2017-01-13$$gWCEE16
000019203 720__ $$aSahoo, Dipti Ranjan$$iOinam, Romanbabu M.
000019203 8560_ $$ffischerc@itam.cas.cz
000019203 8564_ $$s920849$$uhttps://invenio.itam.cas.cz/record/19203/files/3085.pdf$$yOriginal version of the author's contribution as presented on USB, paper 3085.
000019203 962__ $$r16048
000019203 980__ $$aPAPER