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2021 | OriginalPaper | Chapter

Probabilistic Seismic Risk Assessment of School Buildings

Author : Ricardo Monteiro

Published in: 18th International Probabilistic Workshop

Publisher: Springer International Publishing

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Abstract

The inadequate behavior of existing school buildings observed during past earthquakes in Italy have underlined the need to accurately understand their seismic performance. In order to do so, different metrics can be adopted to characterize their seismic response, either more focused on structural aspects or economic variables. This paper assesses the seismic risk level for three case study school buildings, representing the main typologies found within the Italian school building stock, and comments on the eventual need for retrofitting. A probabilistic-based earthquake engineering (PBEE) performance assessment is carried out using detailed numerical models, analyzed under ground motion records of increasing intensity, to quantify risk-based decision variables, such as expected annual loss and mean annual frequency of collapse. As an alternative to the detailed PBEE framework, a simplified seismic risk classification framework, recently applied in Italy, was also implemented. Different uncertainty parameters are included in the risk estimation frameworks, with a view also to future large-scale implementation of cost-benefit analyses. Lastly, one of the school buildings is further analyzed to understand the impact of the structural modelling uncertainty in the risk estimates and the consequent need for its proper consideration. The results show how the simplified risk classification framework is, as expected, conservative with respect to the detailed component-based approach, as well as the need for retrofitting of some of the building structural systems.

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Literature
1.
go back to reference Borzi, B., Ceresa, P., Faravelli, M., Fiorini, E., & Onida, M. (2013). Seismic risk assessment of Italian school buildings. Computational methods in earthquake engineering. Computational Methods in Applied Sciences, 30, 317–344.CrossRef Borzi, B., Ceresa, P., Faravelli, M., Fiorini, E., & Onida, M. (2013). Seismic risk assessment of Italian school buildings. Computational methods in earthquake engineering. Computational Methods in Applied Sciences, 30, 317–344.CrossRef
2.
go back to reference Calvi, M., Moratti, M., & Filiatrault, A. (2016). Studio della risposta di elementi non strutturali di edifici scolastici soggetti ad eventi sismici/role and importance of non-structural elements in the seismic vulnerability of school buildings (in Italian). Progettazione sismica, 6(3), 9–29. Calvi, M., Moratti, M., & Filiatrault, A. (2016). Studio della risposta di elementi non strutturali di edifici scolastici soggetti ad eventi sismici/role and importance of non-structural elements in the seismic vulnerability of school buildings (in Italian). Progettazione sismica, 6(3), 9–29.
3.
go back to reference Cornell, C. A., & Krawinkler, H. (2000). Progress and challenges in seismic performance assessment. PEER Cent News, 3, 1–2. Cornell, C. A., & Krawinkler, H. (2000). Progress and challenges in seismic performance assessment. PEER Cent News, 3, 1–2.
4.
go back to reference FEMA P58-1. (2012). Seismic performance assessment of buildings: Volume 1—Methodology (P-58-1) (Vol. 1). Washington, DC. FEMA P58-1. (2012). Seismic performance assessment of buildings: Volume 1—Methodology (P-58-1) (Vol. 1). Washington, DC.
5.
go back to reference De Angelis, A., & Pecce, M. (2015). Seismic nonstructural vulnerability assessment in school buildings. Natural Hazards, 79, 1333–1358.CrossRef De Angelis, A., & Pecce, M. (2015). Seismic nonstructural vulnerability assessment in school buildings. Natural Hazards, 79, 1333–1358.CrossRef
6.
go back to reference Grant, D., Bommer, J., Pinho, R., Calvi, M., Goretti, A., & Meroni, F. (2007). A prioritization scheme for seismic intervention in school buildings in Italy. Earthquake Spectra, 23(2), 291–314.CrossRef Grant, D., Bommer, J., Pinho, R., Calvi, M., Goretti, A., & Meroni, F. (2007). A prioritization scheme for seismic intervention in school buildings in Italy. Earthquake Spectra, 23(2), 291–314.CrossRef
7.
go back to reference Ministry Decree. Decreto Legge n. 58 del 27/12/2017 Allegato A: linee guida per la classificazione del rischio sismico delle costruzioni. Italian Ministry of Inftastructures and Transport (in Italian). Ministry Decree. Decreto Legge n. 58 del 27/12/2017 Allegato A: linee guida per la classificazione del rischio sismico delle costruzioni. Italian Ministry of Inftastructures and Transport (in Italian).
8.
go back to reference Borzi, B., Ceresa, P., Faravelli, M., Fiorini, E., & Onida, M. (2011). Definition of a prioritization procedure for structural retrofitting of Italian school buildings. COMPDYN 2011–3rd ECOMAS, Corfu, Greece. Borzi, B., Ceresa, P., Faravelli, M., Fiorini, E., & Onida, M. (2011). Definition of a prioritization procedure for structural retrofitting of Italian school buildings. COMPDYN 2011–3rd ECOMAS, Corfu, Greece.
9.
go back to reference Perrone, D., O’Reilly, G. J., Monteiro, R., & Filiatrault, A. (2019). Assessing seismic risk in typical Italian school buildings: From in-situ survey to loss estimation. International Journal of Disaster Risk Reduction, 44, 101448.CrossRef Perrone, D., O’Reilly, G. J., Monteiro, R., & Filiatrault, A. (2019). Assessing seismic risk in typical Italian school buildings: From in-situ survey to loss estimation. International Journal of Disaster Risk Reduction, 44, 101448.CrossRef
10.
go back to reference Taghavi, S., & Miranda, E. (2013). Response assessment of nonstructural building elements. PEER report 2003/05, Berkeley, California. Taghavi, S., & Miranda, E. (2013). Response assessment of nonstructural building elements. PEER report 2003/05, Berkeley, California.
11.
go back to reference O’Reilly, G. J., & Sullivan, T. J. (2018). Probabilistic seismic assessment and retrofit considerations for Italian RC frame buildings. Bulletin of Earthquake Engineering, 16(3), 1447–1485.CrossRef O’Reilly, G. J., & Sullivan, T. J. (2018). Probabilistic seismic assessment and retrofit considerations for Italian RC frame buildings. Bulletin of Earthquake Engineering, 16(3), 1447–1485.CrossRef
12.
go back to reference Cosenza, E., Del Vecchio, C., Di Ludovico, M., Dolce, M., Moroni, C., Prota, A., & Renzi, E. (2018). The Italian guidelines for seismic risk classification of constructions: Technical principles and validation. Bulletin of Earthquake Engineering, 16(12), 5905–5935.CrossRef Cosenza, E., Del Vecchio, C., Di Ludovico, M., Dolce, M., Moroni, C., Prota, A., & Renzi, E. (2018). The Italian guidelines for seismic risk classification of constructions: Technical principles and validation. Bulletin of Earthquake Engineering, 16(12), 5905–5935.CrossRef
13.
go back to reference Fiore, A., Mezzina, M., Porco, F., Raffaele, D., & Uva, G. (2017). Seismic safety assessment of school building in Puglia (Italy): Overview and cases studies. In 15th World Conference on Earthquake Engineering, Lisbon, Portugal. Fiore, A., Mezzina, M., Porco, F., Raffaele, D., & Uva, G. (2017). Seismic safety assessment of school building in Puglia (Italy): Overview and cases studies. In 15th World Conference on Earthquake Engineering, Lisbon, Portugal.
14.
go back to reference Buratti, N., Minghini, F., Ongaretto, E., Savoia, M., & Tullini, N. (2017). Empirical seismic fragility for the precast RC industrial buildings damaged by the 2012 Emilia (Italy) earthquakes. Earthquake Engineering & Structural Dynamics, 46(14), 2317–2335.CrossRef Buratti, N., Minghini, F., Ongaretto, E., Savoia, M., & Tullini, N. (2017). Empirical seismic fragility for the precast RC industrial buildings damaged by the 2012 Emilia (Italy) earthquakes. Earthquake Engineering & Structural Dynamics, 46(14), 2317–2335.CrossRef
15.
go back to reference McKenna, F., Scott, M. H., & Fenves, G. L. (2010). Nonlinear finite-element analysis software architecture using object composition. Journal of Computing in Civil Engineering, 24, 95–107.CrossRef McKenna, F., Scott, M. H., & Fenves, G. L. (2010). Nonlinear finite-element analysis software architecture using object composition. Journal of Computing in Civil Engineering, 24, 95–107.CrossRef
16.
go back to reference O’Reilly, G. J., & Sullivan, T. J. (2017). Modelling techniques for the seismic assessment of existing Italian RC frame structures. Journal of Earthquake Engineering, 23(8), 1262–1296.CrossRef O’Reilly, G. J., & Sullivan, T. J. (2017). Modelling techniques for the seismic assessment of existing Italian RC frame structures. Journal of Earthquake Engineering, 23(8), 1262–1296.CrossRef
17.
go back to reference Scott, M. H., & Fenves, G. L. (2006). Plastic hinge integration methods for force-based beam-column elements. Journal of Structural Engineering, 132, 244–252.CrossRef Scott, M. H., & Fenves, G. L. (2006). Plastic hinge integration methods for force-based beam-column elements. Journal of Structural Engineering, 132, 244–252.CrossRef
18.
go back to reference Haselton, C., Liel, A., Taylor, S., & Deierlein, G. (2008). Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings. PEER repost 2007/03. Haselton, C., Liel, A., Taylor, S., & Deierlein, G. (2008). Beam-column element model calibrated for predicting flexural response leading to global collapse of RC frame buildings. PEER repost 2007/03.
19.
go back to reference Belleri, A., Torquati, M., Marini, A., & Riva, P. (2016). Horizontal cladding panels: In-plane seismic performance in precast concrete buildings. Bulletin of Earthquake Engineering, 14, 1103–1129.CrossRef Belleri, A., Torquati, M., Marini, A., & Riva, P. (2016). Horizontal cladding panels: In-plane seismic performance in precast concrete buildings. Bulletin of Earthquake Engineering, 14, 1103–1129.CrossRef
20.
go back to reference Lagomarsino, S., Penna, A., Galasco, A., & Cattari, S. (2013). TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings. Engineering Structures, 56, 1787–1799.CrossRef Lagomarsino, S., Penna, A., Galasco, A., & Cattari, S. (2013). TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings. Engineering Structures, 56, 1787–1799.CrossRef
21.
go back to reference NTC. (2018). Norme Tecniche Per Le Costruzioni. Rome, Italy. NTC. (2018). Norme Tecniche Per Le Costruzioni. Rome, Italy.
22.
go back to reference Meletti, C., Galadini, F., Valensise, G., Stucchi, M., Basili, R., Barba, S., et al. (2008). A seismic source zone model for the seismic hazard assessment of the Italian territory. Tectonophysics, 450, 85–108.CrossRef Meletti, C., Galadini, F., Valensise, G., Stucchi, M., Basili, R., Barba, S., et al. (2008). A seismic source zone model for the seismic hazard assessment of the Italian territory. Tectonophysics, 450, 85–108.CrossRef
23.
go back to reference Iervolino, I., Chioccarelli, E., Cito, P. (2015). REASSESS V1.0: A computationally efficient software for probabilistic seismic hazard analysis. In: COMPDYN 2015–5th ECCOMAS Thematic Conference on. Computational Methods in Structural Dynamics and Earthquake Engineering, Crete Island, Greece. Iervolino, I., Chioccarelli, E., Cito, P. (2015). REASSESS V1.0: A computationally efficient software for probabilistic seismic hazard analysis. In: COMPDYN 2015–5th ECCOMAS Thematic Conference on. Computational Methods in Structural Dynamics and Earthquake Engineering, Crete Island, Greece.
24.
go back to reference Ancheta, T.D., Darragh, R.B., Stewart, J.P., Seyhan, E., Silva, W.J., & Chiou, B.S.J., et al. (2013). PEER NGA-West2 database. PEER Report 2013/03. Ancheta, T.D., Darragh, R.B., Stewart, J.P., Seyhan, E., Silva, W.J., & Chiou, B.S.J., et al. (2013). PEER NGA-West2 database. PEER Report 2013/03.
25.
go back to reference Morandi, P., Albanesi, L., Graziotti, F., Li Piani, T., Penna, A., & Magenes, G. (2018). Development of a dataset on the in-plane experimental response of URM piers with bricks and blocks. Construction and Building Materials, 190, 593–611.CrossRef Morandi, P., Albanesi, L., Graziotti, F., Li Piani, T., Penna, A., & Magenes, G. (2018). Development of a dataset on the in-plane experimental response of URM piers with bricks and blocks. Construction and Building Materials, 190, 593–611.CrossRef
26.
go back to reference EN 1998-3:2005. (2005). Eurocode 8: Design of structures for earthquake resistance—Part 3: Assessment and retrofit of buildings. Brussels, Belgium. EN 1998-3:2005. (2005). Eurocode 8: Design of structures for earthquake resistance—Part 3: Assessment and retrofit of buildings. Brussels, Belgium.
27.
go back to reference Fajfar, P. (2000). A nonlinear analysis method for performance based seismic design. Earthquake Spectra, 16(3), 573–592.CrossRef Fajfar, P. (2000). A nonlinear analysis method for performance based seismic design. Earthquake Spectra, 16(3), 573–592.CrossRef
28.
go back to reference Tasligedik, S., Akguzel, U., Kam, W., & Pampanin, S. (2016). Strength hierarchy at reinforced concrete beam-column joints and global capacity. Journal of Earthquake Engineering, 1–34. Tasligedik, S., Akguzel, U., Kam, W., & Pampanin, S. (2016). Strength hierarchy at reinforced concrete beam-column joints and global capacity. Journal of Earthquake Engineering, 1–34.
29.
go back to reference Baker, J. W. (2015). Efficient analytical fragility function fitting using dynamic structural analysis. Earthquake Spectra, 31, 579–599.CrossRef Baker, J. W. (2015). Efficient analytical fragility function fitting using dynamic structural analysis. Earthquake Spectra, 31, 579–599.CrossRef
30.
go back to reference FEMA P58-3. (2012). Seismic Performance Assessment of Buildings Volume 3—Performance Assessment Calculation Tool (PACT) Version 2.9.65 (FEMA P-58-3. 1) (Vol. 3). Washington, DC, 2012. FEMA P58-3. (2012). Seismic Performance Assessment of Buildings Volume 3—Performance Assessment Calculation Tool (PACT) Version 2.9.65 (FEMA P-58-3. 1) (Vol. 3). Washington, DC, 2012.
31.
go back to reference Dolšek, M., Lazar Sinković, N., & Žižmond, J. (2017). IM-based and EDP-based decision models for the verification of the seismic collapse safety of buildings. Earthquake Engineering & Structural Dynamics, 46, 2665–2682.CrossRef Dolšek, M., Lazar Sinković, N., & Žižmond, J. (2017). IM-based and EDP-based decision models for the verification of the seismic collapse safety of buildings. Earthquake Engineering & Structural Dynamics, 46, 2665–2682.CrossRef
32.
go back to reference Cardone, D., & Perrone, G. (2017). Damage and loss assessment of Pre-70 RC frame buildings with FEMA P-58. Journal of Earthquake Engineering, 21, 23–61.CrossRef Cardone, D., & Perrone, G. (2017). Damage and loss assessment of Pre-70 RC frame buildings with FEMA P-58. Journal of Earthquake Engineering, 21, 23–61.CrossRef
33.
go back to reference Perrone, G., Cardone, D., O’Reilly, G. J., & Sullivan, T. J. (2019). Developing a direct approach for estimating expected annual losses of Italian buildings. Journal of Earthquake Engineering, 1–32. Perrone, G., Cardone, D., O’Reilly, G. J., & Sullivan, T. J. (2019). Developing a direct approach for estimating expected annual losses of Italian buildings. Journal of Earthquake Engineering, 1–32.
34.
go back to reference Sousa, L., & Monteiro, R. (2018). Seismic retrofit options for non-structural building partition walls: Impact on loss estimation and cost-benefit analysis. Engineering Structures, 161, 8–27.CrossRef Sousa, L., & Monteiro, R. (2018). Seismic retrofit options for non-structural building partition walls: Impact on loss estimation and cost-benefit analysis. Engineering Structures, 161, 8–27.CrossRef
35.
go back to reference Ottonelli, D., Cattari, S., & Lagomarsino, S. (2016). Assessment and retrofit of masonry structures. In T. J. Sullivan, G. M. Calvi, & R. Monteiro (Eds.), Towards simplified displacement-based loss assessment approaches (pp. 5–62). Italy: Pavia. Ottonelli, D., Cattari, S., & Lagomarsino, S. (2016). Assessment and retrofit of masonry structures. In T. J. Sullivan, G. M. Calvi, & R. Monteiro (Eds.), Towards simplified displacement-based loss assessment approaches (pp. 5–62). Italy: Pavia.
36.
go back to reference Cornali, F., Belleri, A., & Riva, P. (2016). Assessment and retrofit of pre-cast concrete buildings. In T. J. Sullivan, G. M. Calvi, & R. Monteiro (Eds.), Towards simplified displacement-based loss assessment approaches (pp. 181–221). Italy: Pavia. Cornali, F., Belleri, A., & Riva, P. (2016). Assessment and retrofit of pre-cast concrete buildings. In T. J. Sullivan, G. M. Calvi, & R. Monteiro (Eds.), Towards simplified displacement-based loss assessment approaches (pp. 181–221). Italy: Pavia.
Metadata
Title
Probabilistic Seismic Risk Assessment of School Buildings
Author
Ricardo Monteiro
Copyright Year
2021
DOI
https://doi.org/10.1007/978-3-030-73616-3_2