Versão em português
N.º 25
2017
pp. 23-36

 

< Previous Next >

Article
Simplified risk assessment of immovable cultural heritage assets

Xavier Romão1,, Esmeralda Paupério2, Nuno Pereira1

1 Faculdade de Engenharia da Universidade do Porto, Rua Dr. Roberto Frias, s/n, 4200-465 Porto, Portugal

2 Instituto da Construção, Faculdade de Engenharia da Universidade do Porto, Rua Dr. Roberto Frias, s/n, 4200-465 Porto, Portugal

* xnr@fe.up.pt

Abstract

A simplified risk assessment framework specifically developed for built immovable cultural heritage assets is proposed. The framework addresses the several components involved in a risk analysis and can be used as a screening procedure for the preliminary assessment of a large number of assets with limited resources. It can also be used to identify cultural heritage assets that require a more refined and resource demanding risk evaluation. The proposed risk analysis framework falls into the category of qualitative methods and is based on a series of structured questionnaires that address the main components of a risk analysis: the likelihood of the hazard, the consequences of the hazard, the vulnerability of the asset to the hazard, the loss of value of the asset and the capacity to recover from the event. In order to illustrate its application, a case study is presented in which the risk analysis is performed for a church in Italy that was damaged, in 2009, by the L&apos;Aquila earthquake.

Keywords

Risk assessment
Vulnerability
Hazard
Immovable Cultural Heritage
Cultural Heritage value

Language

Portuguese

Original title

Avaliação expedita do risco sísmico de bens culturais imóveis

DOI

10.14568/cp2016030

Download

PDF

Download citation

RIS | Endnote

Citation

Conservar Património | APA | Chicago | NP405 | ABNT

Conservar Património:
Romão, X.; Paupério, E.; Pereira, N., 'Avaliação expedita do risco sísmico de bens culturais imóveis', Conservar Património 25 (2017) 23-36, https://doi.org/10.14568/cp2016030.

APA:
Romão, X., Paupério, E., & Pereira, N. (2017). Avaliação expedita do risco sísmico de bens culturais imóveis. Conservar Património, 25 23-36. DOI:10.14568/cp2016030.

Chicago:
Romão, Xavier, Esmeralda Paupério, and Nuno Pereira. 2017. "Avaliação expedita do risco sísmico de bens culturais imóveis." Conservar Património 25:23-36. doi:10.14568/cp2016030.

NP405:
ROMÃO, Xavier [et al.] – Avaliação expedita do risco sísmico de bens culturais imóveis. Conservar Património. [Em linha]. 25 (2017) 23-36 [Consult. ]. Disponível em WWW: <URL:https://doi.org/10.14568/cp2016030>. ISSN 21829942.

ABNT:
ROMÃO, Xavier; PAUPÉRIO, Esmeralda; PEREIRA, Nuno. Avaliação expedita do risco sísmico de bens culturais imóveis. Conservar Património, Lisboa, v. 25, p. 23-36, 2017. Disponível em: <https://doi.org/10.14568/cp2016030>. Acesso em: .

History

Received: 2016-14-20
Revised: 2017-4-21
Accepted: 2017-5-4
Online: 2017-5-7

References

1 Norma NP EN1998-1: 2010 - Eurocódigo 8 - Projecto de Estruturas para Resistência aos Sismos - Parte 1: Regras Gerais, Acções Sísmicas e Regras para Edifícios, Instituto Português da Qualidade (2010).

2 Romão, X., Paupério, E., Pereira, N., 'Metodologia para avaliação expedita do risco sísmico em bens culturais imóveis', relatório, Instituto da Construção e Faculdade de Engenharia - Universidade do Porto, Porto (2015).

3 Giovinazzi, S., 'The vulnerability assessment and the damage scenario in seismic risk analysis', tese de doutoramento, Technical University Carolo-Wilhelmina at Braunschweig - Faculty of Engineering of the University of Florence, Braunschweig - Florence (2005).

4 Lagomarsino, S., 'On the vulnerability assessment of monumental buildings', Bulletin of Earthquake Engineering 4(4) (2006) 445-463, https://doi.org/10.1007/s10518-006-9025-y.

5 Vicente, R., 'Estratégias e metodologias para intervenções de reabilitação urbana: avaliação da vulnerabilidade e do risco sísmico do edificado da Baixa de Coimbra', tese de doutoramento, Universidade de Aveiro, Aveiro (2008).

6 Lourenço, P.; Oliveira, D.; Leite, J.; Ingham, J.; Modena, C.; da Porto, F., 'Simplified indexes for the seismic assessment of masonry buildings: international database and validation', Engineering Failure Analysis 34 (2013) 585-605, https://doi.org/10.1016/j.engfailanal.2013.02.014.

7 Pereira, S., 'Análise de critérios simplificados para a avaliação de vulnerabilidade sísmica de igrejas', tese de mestrado, Faculdade de Engenharia da Universidade de Porto (2013).

8 Simões, A.; Milosevic, J.; Meireles, H.; Bento, R.; Cattari, S.; Lagomarsino, S., 'Fragility curves for old masonry building types in Lisbon', Bulletin of Earthquake Engineering 13(10) (2015) 3083-3105, https://doi.org/10.1007/s10518-015- 9750-1.

9 Curti, E., 'Vulnerabilità sismica delle torri Campanarie: modelli meccanici e macrosismici', tese de doutoramento, Università degli Studi di Genova, Genova (2007).

10 Sepe, V.; Speranza, E.; Viskovic, A., 'A method for large- scale vulnerability assessment of historic towers', Structural Control and Health Monitoring 15(3) (2008) 389-415, https://doi.org/10.1002/stc.243.

11 Casciati, S.; Faravelli, L., 'Vulnerability assessment for medieval civic towers', Structure and Infrastructure Engineering 6(1-2) (2010) 193-203, https://doi.org/10.1080/15732470802664290.

12 Shakya, M.; Varum, H.; Vicente, R.; Costa, A., 'A new methodology for vulnerability assessment of slender masonry structures', in Second European Conference on Earthquake Engineering & Seismology, Curran Associates, Red Hook, NY (2015) 451-462.

13 Ishiyama, Y., 'Motions of rigid bodies and criteria for overturning by earthquake excitations', Earthquake Engineering and Structural Dynamics 10(5) (1982) 635- 650, https://doi.org/10.1002/eqe.4290100502.

14 Bayraktar, A.; Keypour, H.; Naderzadeh, A., 'Application of Ancient Earthquake Resistant Method in Modern Construction Technology', comunicação, 15th World Conference on Earthquake Engineering, Lisboa, (2012), http://www.iitk.ac.in/nicee/wcee/article/WCEE2012_5773. pdf (acesso em 2017-05-04).

15 Dimitrakopoulos, E.; DeJong, M., 'Revisiting the rocking block: closed-form solutions and similarity laws', Proceedings of the Royal Society of London A: Mathematical, Physical and Engineering Sciences 468(2144) (2012) 2294-2318, https://doi.org/10.1098/rspa.2012.0026.

16 DeJong, M.; Dimitrakopoulos, E., 'Dynamically equivalent rocking structures', Earthquake Engineering and Structural Dynamics 43(10) (2014) 1543-1563, https://doi.org/10.1002/ eqe.2410.

17 Dimitrakopoulos, E.; Paraskeva, T., 'Dimensionless fragility curves for rocking response to near-fault excitations', Earthquake Engineering and Structural Dynamics 44(12) (2015) 2015-2033, https://doi.org/10.1002/eqe.2571.

18 Lagomarsino, S., 'Seismic assessment of rocking masonry structures. Bulletin of earthquake engineering' 13(1) (2015) 97-128, https://doi.org/10.1007/s10518-014-9609-x.

19 Pappas, A., 'Structural analysis and modelling approaches for the seismic vulnerability assessment of archaeological ruins', tese de doutoramento, Università degli Studi di Padova, Padova (2015).

20 Oliveira, D.; Lourenço, P.; Lemos, C., 'Geometric issues and ultimate load capacity of masonry arch bridges from the northwest Iberian Peninsula', Engineering Structures 32 (2010) 3955-3965, https://doi.org/10.1016/j. engstruct.2010.09.006.

21 Tecchio, G.; Zampieri, P.; da Porto, F.; Modena, C.; Prota, A.; Manfredi, G., 'Simplified assessment of railway masonry bridges seismic capacity', comunicação, 15th World Conference on Earthquake Engineering, Lisboa (2012), https://www.researchgate.net/publication/280976805 (acesso em 2017-05-04).

22 Zampieri, P.; Tecchio, G.; da Porto, F.; Modena, C., 'Limit analysis for transverse seismic capacity of multi-span masonry arch bridges', Bulletin of Earthquake Engineering 13(5) (2015) 1557-1579, https://doi.org/10.1007/s10518- 014-9664-3.

23 da Porto, F.; Tecchio, G.; Zampieri, P.; Modena, C.; Prota, A., 'Simplified seismic assessment of railway masonry arch bridges by limit analysis', Structure and Infrastructure Engineering 12(5) (2016) 567-591, https://doi.org/10.1080/ 15732479.2015.1031141.

24 Walker, A., 'The thirteenth-century fresco decoration of Santa Maria Ad Cryptas in Fossa, Italy', tese de mestrado, Georgia State University, Atlanta (2009), http://scholarworks.gsu.edu/art_design_theses/52/ (acesso em 2017-05-04).

25 Cesaris, F.; Fiorani, D.; Donatelli, A.; Placidi, A.; Felice, G.; Mauro, A., 'Il comportamento sismico della chiesa di Santa Maria ad Cryptas a Fossa', in L'Università e la Ricerca per l'Abruzzo: Il Património Culturale Dopo il Terremoto del 6 Aprile 2009, ed. L. Milano, C. Morisi, C. Calderini & A. Donatelli, Textus Edizioni, L'Aquila (2012).

26 Paoletti, D.; Ambrosini, D.; Sfarra, S.; Bisegna, F., 'Preventive thermographic diagnosis of historical buildings for consolidation', Journal of Cultural Heritage 14(2) (2013) 116-121, https://doi.org/10.1016/j.culher.2012.05.005.

27 Crowley, H.; Stucchi, M.; Meletti, C.; Calvi, G.; Pacor, F., 'Revisiting Italian design code spectra following the L'Aquila earthquak', Progettazione Sismica 1 (2010) 73-81, http://www.academia.edu/23635021/ (acesso em 2017-05- 04).

28 Mauro, A.; de Felice, G.; DeJong, M., 'The relative dynamic resilience of masonry collapse mechanisms', Engineering 015) 182-194, https://doi.org/10.1016/j. truct.2014.11.021.

Stable url: https://doi.org/10.14568/cp2016030


< Previous Next >
ARP | Associação Profissional de Conservadores-Restauradores de Portugal