000013283 001__ 13283
000013283 005__ 20161114160334.0
000013283 04107 $$aeng
000013283 046__ $$k2009-06-22
000013283 100__ $$aFragiadakis, M.
000013283 24500 $$aExperimental and numerical investigation of a reinforced concrete building designed for gravity loads only

000013283 24630 $$n2.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013283 260__ $$bNational Technical University of Athens, 2009
000013283 506__ $$arestricted
000013283 520__ $$2eng$$aThe paper focuses on the study of reinforced concrete structures that follow construction practices typical of the fifties and the sixties in Southern Europe. Both experimental and analytical results are presented for a three-storey building that was tested on the shake table of TREES laboratory at EUCENTRE in Pavia, Italy. The building was dynamically tested using the Montenegro 1979 ground motion record (Herceg-Novi station), scaled to different levels of PGA to observe the progressive damage mode and the overall capacity deterioration of the building. The experimental data is compared with numerically obtained results using a force-based, fiber beam-column element. Response parameters such as damage distribution and drift capacity are analysed to identify the limitations of numerical modelling approaches with respect to the engineering demand parameters investigated. The observations made regarding our ability to predict the capacity of reinforced concrete structures that have been designed only for gravity loads are expected to further improve the performance and vulnerability assessment tools typically adopted for existing buildings.

000013283 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013283 653__ $$aRC frames, shake table test, masonry infills, nonlinear analysis. Abstract. The paper focuses on the study of reinforced concrete structures that follow construction practices typical of the fifties and the sixties in Southern Europe. Both experimental and analytical results are presented for a three-storey building that was tested on the shake table of TREES laboratory at EUCENTRE in Pavia, Italy. The building was dynamically tested using the Montenegro 1979 ground motion record (Herceg-Novi station), scaled to different levels of PGA to observe the progressive damage mode and the overall capacity deterioration of the building. The experimental data is compared with numerically obtained results using a force-based, fiber beam-column element. Response parameters such as damage distribution and drift capacity are analysed to identify the limitations of numerical modelling approaches with respect to the engineering demand parameters investigated. The observations made regarding our ability to predict the capacity of reinforced concrete structures that have been designed only for gravity loads are expected to further improve the performance and vulnerability assessment tools typically adopted for existing buildings.

000013283 7112_ $$aCOMPDYN 2009 - 2nd International Thematic Conference$$cIsland of Rhodes (GR)$$d2009-06-22 / 2009-06-24$$gCOMPDYN2009
000013283 720__ $$aFragiadakis, M.$$iLanese, I.$$iPavese, A.$$iPapadrakakis, M.
000013283 8560_ $$ffischerc@itam.cas.cz
000013283 8564_ $$s353975$$uhttps://invenio.itam.cas.cz/record/13283/files/CD423.pdf$$yOriginal version of the author's contribution as presented on CD, section: Reinforced concrete structures - ii.
000013283 962__ $$r13074
000013283 980__ $$aPAPER