000021711 001__ 21711
000021711 005__ 20170622131301.0
000021711 04107 $$aeng
000021711 046__ $$k2017-06-15
000021711 100__ $$aErcolino, Marianna
000021711 24500 $$aRINTC PROJECT: NONLINEAR ANALYSES OF ITALIAN CODE-CONFORMING PRECAST R/C INDUSTRIAL BUILDINGS FOR RISK OF COLLAPSE ASSESSMENT

000021711 24630 $$n6.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000021711 260__ $$bNational Technical University of Athens, 2017
000021711 506__ $$arestricted
000021711 520__ $$2eng$$aMost of modern seismic design codes adopt the performance-based approach by defining a pre-defined level of safety for different limit states. These safety margins are implicitly defined into the definition of detailing provisions as well as in partial safety factors for both actions and materials strength. Moreover, such implicit provisions are related to the specific structural typology; hence, the structural safety can change for different typologies designed for the same site. This study investigates the seismic performance of typical Italian RC precast buildings by means of an extensive parametric study. Both the structural typology and the geometrical configurations are defined in order to represent the most common practice in the country. The investigated buildings are located in five sites with different levels of seismic hazard and two soil types are also considered. The collapse assessment is investigated by means of multi-stripe analyses, performed by non-linear dynamic analyses at 10 intensity levels.

000021711 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021711 653__ $$aprecast structures; seismic safety; fragility curves; multi-stripe analysis.

000021711 7112_ $$aCOMPDYN 2017 - 6th International Thematic Conference$$cRhodes Island (GR)$$d2017-06-15 / 2017-06-17$$gCOMPDYN2017
000021711 720__ $$aErcolino, Marianna$$iNascimbene, Roberto$$iBellotti, Davide$$iMagliulo, Gennaro$$iCimmino, Maddalena
000021711 8560_ $$ffischerc@itam.cas.cz
000021711 8564_ $$s473284$$uhttps://invenio.itam.cas.cz/record/21711/files/17594.pdf$$yOriginal version of the author's contribution as presented on CD, section: [MS18] Modeling the Nonlinear Behavior of Structures
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000021711 962__ $$r21500
000021711 980__ $$aPAPER