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contributor authorGerard J. O’Reilly; Daniele Perrone; Matthew Fox; Ricardo Monteiro; Andre Filiatrault; Igor Lanese; Alberto Pavese
date accessioned2019-03-10T11:58:35Z
date available2019-03-10T11:58:35Z
date issued2019
identifier other%28ASCE%29CF.1943-5509.0001237.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254580
description abstractExtensive damage to school buildings has been observed during past earthquakes in Italy, with the 2002 Molise earthquake resulting in the complete collapse of a school building, leading to numerous casualties. In this paper, data provided by instruments installed in a number of school buildings throughout Italy from both ambient vibration and triggered dynamic vibration following the 2016 Central Italy earthquake are compared with predictions of numerical models. This comparison of predicted and measured structural response characteristics is investigated to provide practicing engineers with further insight into and validation of the accuracy of typical modeling techniques compared with instrumented responses of numerous different building typologies subjected to different dynamic excitations. Initial comparisons demonstrate reasonable agreement between the numerically predicted modes of vibration and natural frequencies from ambient vibration measurements, with further numerical parametric studies exhibiting improved matching. Additional comparative analyses are considered to discuss the potential impacts on the seismic assessment of existing structures within a performance-based seismic assessment framework.
publisherAmerican Society of Civil Engineers
titleSystem Identification and Seismic Assessment Modeling Implications for Italian School Buildings
typeJournal Paper
journal volume33
journal issue1
journal titleJournal of Performance of Constructed Facilities
identifier doi10.1061/(ASCE)CF.1943-5509.0001237
page04018089
treeJournal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 001
contenttypeFulltext


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