The abundance of historic architectural heritage within Italy and its vulnerability to earthquake heighten the need for a risk analysis aimed at preserving buildings and their contents. In particular, churches are often more vulnerable than other buildings, even in the case of brief tremors. The reasons for this increased vulnerability are due to structure and peculiar geometrical proportions: presence of large open areas without internal walls to provide bracing, absence of intermediate ceilings, thinness of walls and certain vaulted structures, presence of thrust-exerting elements (arches, vaults). These features of churches, along with the use of architectural and structural criteria that are recognisable and comparable, albeit within the unique nature of each object, has led to a quest for specific procedures to assess seismic vulnerability, these being different to those utilised for ordinary buildings. The method involves dividing the building into macroelements, i.e. architectural sections of recognisable construction technique and showing similar seismic response (facade, apse, bell tower, etc.). The way in which damage can occur and the collapse mechanisms that the earthquake can provoke are therefore identified for each macroelement. A specific risk analysis of places of worship has been carried out as part of the European project RECES modiquss "The network of small old town centres as a model of urban quality and sustainable development" - INTERREG IIIA Adriatic cross-border programme. Research has been concentrated on places of worship located in an area comprising six communes of the L'Aquila province in central Italy. Many of the churches involved underwent a vulnerability analysis. The earthquake that struck central Italy on 6th April 2009 seriously damaged many of the churches surveyed prior to this event. It is now possible to compare the damage suffered and the mechanisms unleashed with the mechanisms predicted during survey and analysis. Keywords: seismic vulnerability, churches, collapse mechanisms, damage, macroelements.

Seismic safety of places of worship in Italy's Gran Sasso and Monti della Laga National Park

Aurelio Petracca;Giandomenico Cifani;Giovanni Cialone
2013

Abstract

The abundance of historic architectural heritage within Italy and its vulnerability to earthquake heighten the need for a risk analysis aimed at preserving buildings and their contents. In particular, churches are often more vulnerable than other buildings, even in the case of brief tremors. The reasons for this increased vulnerability are due to structure and peculiar geometrical proportions: presence of large open areas without internal walls to provide bracing, absence of intermediate ceilings, thinness of walls and certain vaulted structures, presence of thrust-exerting elements (arches, vaults). These features of churches, along with the use of architectural and structural criteria that are recognisable and comparable, albeit within the unique nature of each object, has led to a quest for specific procedures to assess seismic vulnerability, these being different to those utilised for ordinary buildings. The method involves dividing the building into macroelements, i.e. architectural sections of recognisable construction technique and showing similar seismic response (facade, apse, bell tower, etc.). The way in which damage can occur and the collapse mechanisms that the earthquake can provoke are therefore identified for each macroelement. A specific risk analysis of places of worship has been carried out as part of the European project RECES modiquss "The network of small old town centres as a model of urban quality and sustainable development" - INTERREG IIIA Adriatic cross-border programme. Research has been concentrated on places of worship located in an area comprising six communes of the L'Aquila province in central Italy. Many of the churches involved underwent a vulnerability analysis. The earthquake that struck central Italy on 6th April 2009 seriously damaged many of the churches surveyed prior to this event. It is now possible to compare the damage suffered and the mechanisms unleashed with the mechanisms predicted during survey and analysis. Keywords: seismic vulnerability, churches, collapse mechanisms, damage, macroelements.
2013
Inglese
Kajewski Stephen, Manley Karen, Hampson Keith
Proceedings of the 19th International CIB World Building Congress , Brisbane 2013: Construction and Society
CIB World Building Congress, Brisbane 2013: Construction and Society
13
978-0-9875542-0-8
Construction and Society
Brisbane
AUSTRALIA
Sì, ma tipo non specificato
5-9 maggio 2013
Brisbane, Australia
Keywords: seismic vulnerability
churches
collapse mechanisms
damage
macroelements.
Digital copies of these Proceedings will be provided free of charge to Congress delegates by way of USB Flash Drive. The Proceedings will also be available online at the Congress website(http://worldbuildingcongress2013.com), the QUT website (http://www.qut.edu.au) and the SBENRC website (http://www.sbenrc.com.au/) for a minimum period of 12 months following the Congress. This online resource will be accessible free of charge to Congress delegates from the commencement of the Congress, and will be accessible free of charge to non-delegates 3 months after the Congress concludes.
3
none
Aurelio Petracca; Carmela Morisi; Giandomenico Cifani; Giovanni Cialone
273
info:eu-repo/semantics/conferenceObject
04 Contributo in convegno::04.01 Contributo in Atti di convegno
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.14243/178366
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