000022114 001__ 22114
000022114 005__ 20170622145957.0
000022114 04107 $$aeng
000022114 046__ $$k2015-05-25
000022114 100__ $$aCaprili, Silvia
000022114 24500 $$aNUMERICAL MODELLING, ANALYSIS AND RETROFIT OF THE HISTORICAL MASONRY BUILDING “LA SAPIENZA”

000022114 24630 $$n5.$$pComputational Methods in Structural Dynamics and Earhquake Engineering
000022114 260__ $$bNational Technical University of Athens, 2015
000022114 506__ $$arestricted
000022114 520__ $$2eng$$aThe evaluation of the structural safety and seismic vulnerability of historical masonry buildings represents one of the most important problems affecting countries, like Italy, characterized by a wide cultural heritage whose original configuration shall be preserved against unexpected seismic events or insufficient maintenance. Recent earthquakes in the Italian regions (Umbria-Marche 1997, Molise 2002, L’Aquila 2009 and EmiliaRomagna 2012) evidenced the high vulnerability of historical masonry buildings, severely damaged in both their structural and not-structural components (i.e. walls, vaults, domes, arches, ornaments and others) and the following significant economic effort required for the execution of retrofit interventions. According to the actual Italian Standard for Constructions (D.M. 14/01/2008) and to the Guidelines provided by the Italian Ministry for Infrastructures for the evaluation and reduction of seismic risk on historical heritage (2010), a multi-level approach is generally adopted for the assessment of the structural safety and seismic vulnerability of ancient masonry buildings and for the design of retrofit interventions. In the present work, the above mentioned multi-level approach is applied to “La Sapienza” Palace in Pisa (Italy). The building, ancient seat of the University of Pisa, was subjected to a wide in situ structural survey and to experimental testing campaigns (including geotechnical analyses, mechanical characterization of materials, structural monitoring and other) allowing the elaboration of a reliable FEM model used for the execution of structural verifications and for the individuation of the main retrofit techniques able to preserve its original nature providing, at the same time, a sufficient margin of structural safety.

000022114 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000022114 653__ $$aCultural heritage, masonry building, vulnerability assessment, structural safety

000022114 7112_ $$aCOMPDYN 2015 - 5th International Thematic Conference$$cCrete (GR)$$d2015-05-25 / 2015-05-27$$gCOMPDYN2015
000022114 720__ $$aCaprili, Silvia$$iSalvatore, Walter$$iMangini, Federico
000022114 8560_ $$ffischerc@itam.cas.cz
000022114 8564_ $$s1895845$$uhttps://invenio.itam.cas.cz/record/22114/files/C1236.pdf$$yOriginal version of the author's contribution as presented on CD, section: 
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000022114 962__ $$r22030
000022114 980__ $$aPAPER