000013623 001__ 13623
000013623 005__ 20161114165848.0
000013623 04107 $$aeng
000013623 046__ $$k2011-05-25
000013623 100__ $$aPardalopoulos, S.
000013623 24500 $$aRapid Preliminary Seismic Assessment Methodology for Non-Conforming Reinforced Concrete Buildings

000013623 24630 $$n3.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013623 260__ $$bNational Technical University of Athens, 2011
000013623 506__ $$arestricted
000013623 520__ $$2eng$$aIn this paper, application of a rapid, yet efficient methodology for the evaluation of failure modes of lightly reinforced substandard buildings is presented. The method determines the limiting shear resistance of the structure as the least value supported by the columns’ pure flexural, degraded shear, anchorage or lap-splice and joint shear resistance mechanisms. For application of the methodology only knowledge of the basic geometric and material properties of the building is required. The proposed methodology is applied to a number of Reinforced Concrete buildings that failed during past strong earthquakes for verification reasons. It is shown that the proposed methodology is ideal for rapid preliminary seismic assessment and it can be used both as a diagnostic tool for identification of the building’s fragility and the prevailing mechanism of building failure.

000013623 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013623 653__ $$aAssessment, Reinforced Concrete, Buildings, Failure, Reinforcement detailing

000013623 7112_ $$aCOMPDYN 2011 - 3rd International Thematic Conference$$cIsland of Corfu (GR)$$d2011-05-25 / 2011-05-28$$gCOMPDYN2011
000013623 720__ $$aPardalopoulos, S.$$iThermou, G.$$iPantazopoulou, S.
000013623 8560_ $$ffischerc@itam.cas.cz
000013623 8564_ $$s899303$$uhttps://invenio.itam.cas.cz/record/13623/files/394.pdf$$yOriginal version of the author's contribution as presented on CD, section: MS 26 Seismic Safety Assessment of Structures.
000013623 962__ $$r13401
000013623 980__ $$aPAPER