PSI - Issue 44

Santa Anna Scala et al. / Procedia Structural Integrity 44 (2023) 267–274 Santa Anna Scala et al. / Structural Integrity Procedia 00 (2022) 000–000

274

8

Table 1. Lognormal parameters (median PGA at i-th DS, θ DSi , and logarithmic standard deviation β ) for all considered structural typologies varying the construction age and the number of storeys.

Building class

θ DS1 0.17 0.12 0.24 0.41 0.44 0.28 0.48 0.33 0.50 0.38 0.63 0.44 0.74 0.57 0.13 0.11 0.22 0.15 0.16 0.13 0.25 0.17 0.25 0.19 0.29

θ DS2 0.25 0.20 0.55 0.65 0.78 0.51 0.92 0.64 1.06 0.73 1.20 0.81 1.35 1.03 0.17 0.15 0.26 0.22 0.22 0.19 0.32 0.26 0.34 0.27 0.40

θ DS3 0.31 0.24 0.67 0.87 0.97 0.59 1.22 0.76 1.45 0.89 1.45 1.00 1.47 1.12 0.20 0.18 0.29 0.25 0.25 0.22 0.36 0.29 0.42 0.31 0.49

θ DS4 0.40 0.37 1.07 1.20 1.37 0.81 1.50 1.13 1.77 1.14 1.79 1.24 1.84 1.24 0.27 0.24 0.36 0.33 0.33 0.29 0.47 0.41 0.53 0.42 0.59

θ DS5 0.54 0.61 1.54 1.92 1.95 1.57 2.09 1.59 2.11 1.74 0.42 0.40 0.50 0.45 0.49 0.47 0.64 0.61 0.86 0.61 0.74 - 1.75 - -

β

LR HR LR LR LR HR LR HR LR HR LR HR LR HR LR HR LR HR LR HR LR HR LR HR LR

GQ-HS1

<1919 <1919

0.66

1946-61 1962-71

1972-81

GQ-HS2

0.79

1982-91

1992-01

>2001

<1919

BQ-HS1

0.56

1919-45

<1919

1919-45

BQ-HS2

0.59

1946-61 1962-71

References

Baggio C., Bernardini A., Colozza R., Corazza L., Della Bella M., Di Pasquale G., Papa F., 2007. Field manual for post-earthquake damage and safety assessment and short-term countermeasures (AeDES). European Commission—Joint Research Centre—Institute for the Protection and Security of the Citizen, EUR, 22868. Charvet I, Ioannou I, Rossetto T, Suppasri A, Imamura F (2014) Empirical fragility assessment of buildings affected by the 2011 Great East Japan tsunami using improved statistical models. Nat Hazards 73:951–973. Del Gaudio C., De Martino G., Di Ludovico M., Manfredi G., Prota A., Ricci P., Verderame G.M., 2019. Empirical fragility curves for masonry buildings after the 2009 L’Aquila, Italy, earthquake. Bulletin of Earthquake Engineering. https://doi.org/10.1007/s10518-019-00683-4. Del Gaudio, C., Scala, S.A., Ricci, P., Verderame G.M., 2021. Evolution of the seismic vulnerability of masonry buildings based on the damage data from L'Aquila 2009 event. Bull Earthquake Eng (2021). https://doi.org/10.1007/s10518-021-01132-x Dolce M., Speranza E., Giordano F., Borzi B., Bocchi F., Conte C., Di Meo A., Faravelli M., Pascale V., 2019. Observed damage database of past Italian earthquakes: the Da. DO WebGIS. Bollettino di Geofisica Teorica ed Applicata 60(2):141–164. Donà M, Carpanese P, Follador V, Sbrogiò L, da Porto F (2020) Mechanics-based fragility curves for Italian residential URM buildings. Bull Earthq Eng 19(7):256. https:// doi. org/ 10. 1007/ s10518- 020- 00928-7 Michelini, A., Faenza, L., Lanzano, G., Lauciani, V., Jozinovi ć , D., Puglia, R., & Luzi, L. (2020). The new ShakeMap in Italy: Progress and advances in the last 10 yr. Seismological Research Letters, 91(1), 317-333. Rossetto T., Ioannou I., Grant D.N., 2013. Existing empirical fragility and vulnerability functions: Compendium and guide for selection, GEM Technical Report 2013-X, GEM Foundation, Pavia, Italy. Rosti, A., Rota, M. & Penna, A. Empirical fragility curves for Italian URM buildings. Bull Earthquake Eng 19, 3057–3076 (2021). https://doi.org/10.1007/s10518-020-00845-9 Rota M., Penna A., Strobbia C.L., 2008. Processing italian damage data to derive typological fragility curves. Soil Dynamics and Earthquake Engineering, 933-947. Scala, S. A., Del Gaudio, C., & Verderame, G. M. (2022). Influence of construction age on seismic vulnerability of masonry buildings damaged after 2009 L'Aquila earthquake. Soil Dynamics and Earthquake Engineering, 157, 107199. DOI: 10.1016/j.soildyn.2022.107199 Scala, S. A. (2022). Seismic vulnerability of masonry buildings damaged after L’Aquila 2009 earthquake accounting for the effect of construction age . PhD Thesis. Zuccaro, G., Cacace, F., 2015. Seismic vulnerability assessment based on typological characteristics. The first level procedure “SAVE”. Soil Dynamics and Earthquake Engineering 69 (2015) 262–269. Zucconi, M., & Sorrentino, L. (2022). Census-Based Typological Damage Fragility Curves and Seismic Risk Scenarios for Unreinforced Masonry Buildings. Geosciences, 12(1), 45.