000013255 001__ 13255
000013255 005__ 20161114160333.0
000013255 04107 $$aeng
000013255 046__ $$k2009-06-22
000013255 100__ $$aBucchi, A.
000013255 24500 $$aA predictive model for the seismic safety assessment of school masonry buildings

000013255 24630 $$n2.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000013255 260__ $$bNational Technical University of Athens, 2009
000013255 506__ $$arestricted
000013255 520__ $$2eng$$aIn recent years, the seismic safety assessment of school buildings has become a strategic topic for the Italian community. In fact, the dramatic collapse of the San Giuliano di Puglia school building due to the Molise earthquake (MI 5.4) in 2002 highlighted the urgent need to work out a national strategic plan of intervention in order to avoid that any further fatal event occur in the future. Moving from the safety assessment carried out on 10 masonry buildings of the Ferrara district, the authors developed a new predictive model for the seismic safety assessment of school masonry buildings. Making use of very simple information like plant geometry, material quality, in plane floor stiffness, masonry wall density in both of the principal directions and so on, this model works out a vulnerability factor for each considered building. The proposed model is calibrated on the pushover analysis results performed by means of commercial codes. This model is very simple to use and its employment allows to draw a seismic risk classification of a great number of buildings with a small computational effort and minimum costs. .

000013255 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000013255 653__ $$aVulnerability assessment, existing masonry buildings, public school buildings. Abstract. In recent years, the seismic safety assessment of school buildings has become a strategic topic for the Italian community. In fact, the dramatic collapse of the San Giuliano di Puglia school building due to the Molise earthquake (MI 5.4) in 2002 highlighted the urgent need to work out a national strategic plan of intervention in order to avoid that any further fatal event occur in the future. Moving from the safety assessment carried out on 10 masonry buildings of the Ferrara district, the authors developed a new predictive model for the seismic safety assessment of school masonry buildings. Making use of very simple information like plant geometry, material quality, in plane floor stiffness, masonry wall density in both of the principal directions and so on, this model works out a vulnerability factor for each considered building. The proposed model is calibrated on the pushover analysis results performed by means of commercial codes. This model is very simple to use and its employment allows to draw a seismic risk classification of a great number of buildings with a small computational effort and minimum costs. .

000013255 7112_ $$aCOMPDYN 2009 - 2nd International Thematic Conference$$cIsland of Rhodes (GR)$$d2009-06-22 / 2009-06-24$$gCOMPDYN2009
000013255 720__ $$aBucchi, A.$$iAprile, A.$$iTralli, A.
000013255 8560_ $$ffischerc@itam.cas.cz
000013255 8564_ $$s344809$$uhttps://invenio.itam.cas.cz/record/13255/files/CD379.pdf$$yOriginal version of the author's contribution as presented on CD, section: Computational assessment of seismic performance of masonry structures - ii (MS).
000013255 962__ $$r13074
000013255 980__ $$aPAPER