Fragility curves derivation for masonry buildings damaged after 2009 L'Aquila earthquake accounting for the effect of construction age

International Journal of Disaster Risk Reduction - Tập 83 - Trang 103428 - 2022
Santa Anna Scala1, Carlo Del Gaudio, Gerardo Mario Verderame1
1Department of Structures for Engineering and Architecture, University of Naples Federico II, Via Claudio 21, 80125, Naples, Italy

Tài liệu tham khảo

2016 Dolce, 2021, The implementation of the Italian National Seismic Prevention Plan: a focus on the seismic upgrading of critical buildings, Int. J. Disaster Risk Reduc., 62, 10.1016/j.ijdrr.2021.102391 2017 Del Gaudio, 2015 Dolce, 2020 Dolce, 2021, Guest editorial to the special issue—seismic risk assessment in Italy, Bull. Earthq. Eng., 1–4 2018 Masi, 2021 Borzi, 2020 Donà, 2020, Mechanics-based fragility curves for Italian residential URM buildings, Bull. Earthq. Eng., 19, 256 Lagomarsino, 2021, The heuristic vulnerability model: fragility curves for masonry buildings, Bull. Earthq. Eng., 10.1007/s10518-021-01063-7 Rosti, 2020 Zuccaro, 2020, Cacace F Empirical vulnerability curves for Italian masonry buildings: evolution of vulnerability model from the DPM to curves as a function of acceleration, Bull. Earthq. Eng. da Porto, 2021, Speranza E Comparative analysis of the fragility curves for Italian masonry and RC buildings, Bull. Earthq. Eng., 19, 219 Del Gaudio, 2021 Scala, 2022, Influence of construction age on seismic vulnerability of masonry buildings damaged after 2009 L'Aquila earthquake, Soil Dynam. Earthq. Eng., 157, 10.1016/j.soildyn.2022.107199 Zuccaro, 2015, Seismic vulnerability assessment based on typological characteristics, The first level procedure “SAVE” Soil Dynamics and Earthquake Engineering, 69, 262, 10.1016/j.soildyn.2014.11.003 D'Amato, 2020, Seismic risk assessment for masonry buildings typologies from L'aquila 2009 earthquake damage data, J. Earthq. Eng., 1 Brando, 2021, A CARTIS-based method for the rapid seismic vulnerability assessment of minor Italian historical centres, Int. J. Disaster Risk Reduc., 63, 10.1016/j.ijdrr.2021.102478 Zucconi, 2022, Census-Based Typological Damage Fragility Curves and Seismic Risk Scenarios for Unreinforced Masonry Buildings Geosciences, 12, 45 Rosti, 2020 Rossetto, 2013 D'Ayala, 2011, Assessment and analysis of damage in L'Aquila historic city centre after 6th April 2009, Bull. Earthq. Eng., 9, 81, 10.1007/s10518-010-9224-4 Del Gaudio, 2016, Observed and predicted earthquake damage scenarios: the case study of Pettino (L'Aquila) after the 6th April 2009 event, Bull. Earthq. Eng., 14, 2643, 10.1007/s10518-016-9919-2 Del Gaudio, 2017, Empirical fragility curves from damage data on RC buildings after the 2009 L'Aquila earthquake, Bull. Earthq. Eng., 15, 1425, 10.1007/s10518-016-0026-1 Di Ludovico, 2017, Dolce M Reconstruction process of damaged residential buildings outside the historical centres after L'Aquila earthquake-part I: ‘“light damage”’ reconstruction, Bull. Earthq. Eng. Di Ludovico, 2017, Dolce M Reconstruction process of damaged residential buildings outside historical centres after the L'Aquila earthquake-part II: ‘“heavy damage”’ reconstruction, Bull. Earthq. Eng. Brando, 2017, Predictive model for the seismic vulnerability assessment of small historic centres: application to the inner Abruzzi Region in, Italy Eng. Struct., 153, 81, 10.1016/j.engstruct.2017.10.013 Zucconi, 2018, Simplified survey form of unreinforced masonry buildings calibrated on data from the 2009 L'Aquila earthquake, Bull. Earthq. Eng., 16, 2877, 10.1007/s10518-017-0283-7 Del Gaudio, 2019 2011 Rossetto, 2018, Empirical fragility and vulnerability assessment: not just a regression, 79 Shinozuka, 2000 Porter, 2007, Creating fragility functions for performance-based earthquake engineering, Earthq. Spectra, 23, 471, 10.1193/1.2720892 Charvet, 2017, Estimating tsunami-induced building damage through fragility functions: critical review and research needs, Frontiers in built environment, 3 Maqsood, 2016, Corby N Seismic vulnerability functions for Australian buildings by using GEM empirical vulnerability assessment guidelines, Nat. Hazards, 80, 1625, 10.1007/s11069-015-2042-x Fikri, 2019, Typological study and statistical assessment of parameters influencing earthquake vulnerability of commercial RCFMI buildings in New Zealand, Bull. Earthq. Eng., 17, 2011, 10.1007/s10518-018-00523-x Rosti A., Del Gaudio C., Di Ludovico M., Magenes G., Penna, A., Polese M., & Verderame G. M. Empirical vulnerability curves for Italian residential buildings Bollettino di Geofisica Teorica ed Applicata, 61(3), 2020. Michelini, 2008, ShakeMap implementation in Italy Seismological research letters, 79, 688, 10.1785/gssrl.79.5.688 Michelini, 2020, The new ShakeMap in Italy: progress and advances in the last 10 yr, Seismol Res. Lett., 91, 317, 10.1785/0220190130 Dolce, 2009, Martinelli A Quick surveys: post-earthquake usability inspections Progettazione, Sismica, 3, 97 Dolce, 2015, Building damage assessment after the 2009 Abruzzi earthquake, Bull. Earthq. Eng., 13, 2241, 10.1007/s10518-015-9723-4 Baggio, 2007 Dolce, 2019, Observed damage database of past Italian earthquakes: the da. DO WebGIS bollettino di Geofisica teorica, Applicata, 60, 141 Colombi, 2008, Deriving vulnerability curves using Italian earthquake damage data, Bull. Earthq. Eng., 6, 485, 10.1007/s10518-008-9073-6 Rota, 2008, Processing Italian damage data to derive typological fragility curves, Soil Dynam. Earthq. Eng., 933, 10.1016/j.soildyn.2007.10.010 Sabetta, 1998 Goretti, 2004, Building inspection and damage data for the 2002 Molise, Italy, earthquake Earthquake Spectra, 20, 167 Grünthal, 1998, vol. 15 Rossetto, 2003, Derivation of vulnerability functions for European-type RC structures based on observational data Engineering structures, 25, 1241 Amiri, 2007, Derivation of vulnerability functions based on observational data for Iran, Proceedings of International Symposium on Innovation & Sustainability of Structures in Civil Engineering Porter, 2015, 235 Karababa, 2011, Damage data analysis and vulnerability estimation following the August 14, 2003 Lefkada Island, Greece, Earthquake Bull Earthquake Eng, 9, 1015, 10.1007/s10518-010-9231-5 Lallemant, 2015, Statistical procedures for developing earthquake damage fragility curves Earthquake Engineering, & Structural Dynamics, 44, 1373, 10.1002/eqe.2522 Del Gaudio, 2020, Seismic fragility for Italian RC buildings based on damage data of the last 50 years, Bull. Earthq. Eng., 18, 2023, 10.1007/s10518-019-00762-6 Coburn, 2003 Ioannou, 2012 Charvet, 2014, Empirical fragility assessment of buildings affected by the 2011 Great East Japan tsunami using improved statistical models, Nat. Hazards, 73, 951, 10.1007/s11069-014-1118-3 Macabuag, 2016, A proposed methodology for deriving tsunami fragility functions for buildings using optimum intensity measures, Nat. Hazards, 84, 1257, 10.1007/s11069-016-2485-8 Ang, 2007 2012 1985 1999 Zuccaro, 2011, Seismic casualty evaluation: the Italian model, an application to the L'Aquila 2009 event, 171