Please use this identifier to cite or link to this item:
http://hdl.handle.net/2122/4184
DC Field | Value | Language |
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dc.contributor.authorall | Crowley, H.; EUCENTRE, European Centre for Training and Research in Earthquake Engineering, Via Ferrata 1, Pavia, Italy | en |
dc.contributor.authorall | Colombi, M.; EUCENTRE, European Centre for Training and Research in Earthquake Engineering, Via Ferrata 1, Pavia, Italy | en |
dc.contributor.authorall | Calvi, G. M.; Dept. of Structural Mechanics, University of Pavia, Via Ferrata 1, Pavia 27100, Italy | en |
dc.contributor.authorall | Pinho, R.; Dept. of Structural Mechanics, University of Pavia, Via Ferrata 1, Pavia 27100, Italy | en |
dc.contributor.authorall | Meroni, F.; Istituto Nazionale di Geofisica e Vulcanologia, Sezione Milano-Pavia, Milano, Italia | en |
dc.contributor.authorall | Cassera, A.; Istituto Nazionale di Geofisica e Vulcanologia, Sezione Milano-Pavia, Milano, Italia | en |
dc.date.accessioned | 2008-11-21T11:56:21Z | en |
dc.date.available | 2008-11-21T11:56:21Z | en |
dc.date.issued | 2008-10-12 | en |
dc.identifier.uri | http://hdl.handle.net/2122/4184 | en |
dc.description.abstract | A risk management framework has recently been developed to assign priorities for the rehabilitation of school buildings in Italy, and to give timescales within which retrofit or demolition must take place. Since it is not practical to carry out a detailed assessment of the 60,000 Italian state and public schools, the framework is a multiple-level procedure which aims to identify the highest-risk buildings based on filters of increasing detail, and reduces the size of the building inventory at each step. The first risk ranking is based on a strength deficit, which measures the difference between the current design forces defined for the building site and an estimation of the level of seismic resistance which was required at the time of design. The second ranking is based on lateral strength calculations that are already available for a large portion of the Italian masonry building stock, and that are obtained from a survey form that is familiar to Italian engineers. Finally, a simplified displacement-based methodology is used to give a more accurate assessment of seismic risk based on a limited amount of geometrical and material data. The final assessment leads to a capacity ratio and a risk rating, which are used within a transparent procedure to assign priorities for seismic intervention, and timescales within which detailed assessment leading to retrofit or demolition must take place. The first step of the methodology has been applied herein to the school building stock within two Regions in Italy and preliminary results are presented. | en |
dc.language.iso | English | en |
dc.relation.ispartof | Proceedings of the 14th World Conference on Earthquake Engineering, | en |
dc.subject | seismic risk | en |
dc.subject | school buildings | en |
dc.title | Application of a prioritisation scheme for seismic intervention in schools buildings in Italy | en |
dc.type | Conference paper | en |
dc.description.status | Published | en |
dc.subject.INGV | 04. Solid Earth::04.06. Seismology::04.06.11. Seismic risk | en |
dc.description.ConferenceLocation | Beijing, China | en |
dc.description.obiettivoSpecifico | 4.2. TTC - Scenari e mappe di pericolosità sismica | en |
dc.description.fulltext | open | en |
dc.contributor.author | Crowley, H. | en |
dc.contributor.author | Colombi, M. | en |
dc.contributor.author | Calvi, G. M. | en |
dc.contributor.author | Pinho, R. | en |
dc.contributor.author | Meroni, F. | en |
dc.contributor.author | Cassera, A. | en |
dc.contributor.department | EUCENTRE, European Centre for Training and Research in Earthquake Engineering, Via Ferrata 1, Pavia, Italy | en |
dc.contributor.department | EUCENTRE, European Centre for Training and Research in Earthquake Engineering, Via Ferrata 1, Pavia, Italy | en |
dc.contributor.department | Dept. of Structural Mechanics, University of Pavia, Via Ferrata 1, Pavia 27100, Italy | en |
dc.contributor.department | Dept. of Structural Mechanics, University of Pavia, Via Ferrata 1, Pavia 27100, Italy | en |
dc.contributor.department | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia | en |
dc.contributor.department | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia | en |
item.openairetype | Conference paper | - |
item.cerifentitytype | Publications | - |
item.languageiso639-1 | en | - |
item.grantfulltext | open | - |
item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
item.fulltext | With Fulltext | - |
crisitem.author.dept | EUCENTRE, Italy | - |
crisitem.author.dept | European Centre for Training and Research in Earthquake Engineering (EUCENTRE), Pavia, Italy | - |
crisitem.author.dept | European School for Advanced Studies in Reduction of Seismic Risk (ROSE School), 27100 Pavia, Italy | - |
crisitem.author.dept | EUCENTRE, Italy | - |
crisitem.author.dept | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia | - |
crisitem.author.dept | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia | - |
crisitem.author.orcid | 0000-0002-1216-1245 | - |
crisitem.author.orcid | 0000-0002-0403-3374 | - |
crisitem.author.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
crisitem.author.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
crisitem.classification.parent | 04. Solid Earth | - |
crisitem.department.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
crisitem.department.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
Appears in Collections: | Conference materials |
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09-01-0097_paper_Pechino.pdf | Main article | 1.43 MB | Adobe PDF | View/Open |
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