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Mazza, Fabio / Donnici, Angelo / Labernarda, Rodolfo (2024): Structural and non‐structural numerical blind prediction of shaking table experimental tests on fixed‐base and base‐isolated hospitals. Dans: Earthquake Engineering and Structural Dynamics, v. 53, n. 10 (11 juillet 2024).
https://doi.org/10.1002/eqe.4146
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Mazza, Fabio (2023): Nonlinear seismic analysis of RC framed structures with horizontal and vertical base-isolation. Dans: Procedia Structural Integrity, v. 44 ( 2023).
https://doi.org/10.1016/j.prostr.2023.01.151
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Mazza, Fabio / Donnici, Angelo / Labernarda, Rodolfo (2023): Seismic vulnerability of fixed-base and base-isolated hospitals: blind comparison between shaking table and numerical tests. Dans: Procedia Structural Integrity, v. 44 ( 2023).
https://doi.org/10.1016/j.prostr.2023.01.020
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Mazza, Fabio / Donnici, Angelo (2018): Nonlinear modelling of the in-plane-out-of-plane interaction in the seismic analysis of masonry infills in r.c. framed buildings. Dans: Procedia Structural Integrity, v. 11 ( 2018).
https://doi.org/10.1016/j.prostr.2018.11.029
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Mazza, Fabio / Mazza, Mirko (2021): Nonlinear modelling of HDRBs in the seismic analysis of retrofitted and new base-isolated r.c. buildings. Dans: Structures, v. 33 (octobre 2021).
https://doi.org/10.1016/j.istruc.2021.07.010
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Mazza, Fabio (2019): A simplified retrofitting method based on seismic damage of a SDOF system equivalent to a damped braced building. Dans: Engineering Structures, v. 200 (décembre 2019).
https://doi.org/10.1016/j.engstruct.2019.109712
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Mazza, Fabio (2012): Nonlinear Modeling and Analysis of R.C. Framed Buildings Located in a Near-Fault Area. Dans: The Open Construction and Building Technology Journal, v. 6, n. 1 (décembre 2012).
https://doi.org/10.2174/1874836801206010346
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Mazza, Fabio (2012): Nonlinear Dynamic Response of RC Buildings with Different Base Isolation Systems Subjected to Horizontal and Vertical Components of Near-Fault Ground Motions. Dans: The Open Construction and Building Technology Journal, v. 6, n. 1 (décembre 2012).
https://doi.org/10.2174/1874836801206010373
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Mazza, Fabio / Mazza, Mirko / Vulcano, Alfonso (2017): Nonlinear response of r.c. framed buildings retrofitted by different base-isolation systems under horizontal and vertical components of near-fault earthquakes. Dans: Earthquakes and Structures, v. 12, n. 1 (janvier 2017).
https://doi.org/10.12989/eas.2017.12.1.135
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Mazza, Fabio (2015): Nonlinear incremental analysis of fire-damaged r.c. base-isolated structures subjected to near-fault ground motions. Dans: Soil Dynamics and Earthquake Engineering, v. 77 (octobre 2015).
https://doi.org/10.1016/j.soildyn.2015.05.006
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Mazza, Fabio / Labernarda, Rodolfo (2017): Structural and non-structural intensity measures for the assessment of base-isolated structures subjected to pulse-like near-fault earthquakes. Dans: Soil Dynamics and Earthquake Engineering, v. 96 (mai 2017).
https://doi.org/10.1016/j.soildyn.2017.02.013
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Mazza, Fabio / Mazza, Mirko (2017): Sensitivity to modelling and design of curved surface sliding bearings in the nonlinear seismic analysis of base-isolated r.c. framed buildings. Dans: Soil Dynamics and Earthquake Engineering, v. 100 (septembre 2017).
https://doi.org/10.1016/j.soildyn.2017.05.028
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Mazza, Fabio (2015): Wind and earthquake dynamic responses of fire-exposed steel framed structures. Dans: Soil Dynamics and Earthquake Engineering, v. 78 (novembre 2015).
https://doi.org/10.1016/j.soildyn.2015.08.005
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Mazza, Fabio (2018): Seismic demand of base-isolated irregular structures subjected to pulse-type earthquakes. Dans: Soil Dynamics and Earthquake Engineering, v. 108 (mai 2018).
https://doi.org/10.1016/j.soildyn.2017.11.030
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Mazza, Fabio / Pucci, Daniela (2016): Static vulnerability of an existing r.c. structure and seismic retrofitting by CFRP and base-isolation: A case study. Dans: Soil Dynamics and Earthquake Engineering, v. 84 (mai 2016).
https://doi.org/10.1016/j.soildyn.2016.01.010
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Mazza, Fabio / Fiore, Marco (2016): Vibration control by damped braces of fire-damaged steel structures subjected to wind and seismic loads. Dans: Soil Dynamics and Earthquake Engineering, v. 83 (avril 2016).
https://doi.org/10.1016/j.soildyn.2016.01.003
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Mazza, Fabio / Mazza, Mirko (2016): Nonlinear seismic analysis of irregular r.c. framed buildings base-isolated with friction pendulum system under near-fault excitations. Dans: Soil Dynamics and Earthquake Engineering, v. 90 (novembre 2016).
https://doi.org/10.1016/j.soildyn.2016.08.028
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Mazza, Fabio / Mazza, Mirko (2019): Seismic retrofitting of gravity-loads designed r.c. framed buildings combining CFRP and hysteretic damped braces. Dans: Bulletin of Earthquake Engineering, v. 17, n. 6 (avril 2019).
https://doi.org/10.1007/s10518-019-00593-5
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Mazza, Fabio (2019): A plastic-damage hysteretic model to reproduce strength stiffness degradation. Dans: Bulletin of Earthquake Engineering, v. 17, n. 6 (avril 2019).
https://doi.org/10.1007/s10518-019-00606-3
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Mazza, Fabio / Vulcano, Alfonso (2009): Nonlinear Response of RC Framed Buildings with Isolation and Supplemental Damping at the Base Subjected to Near-Fault Earthquakes. Dans: Journal of Earthquake Engineering, v. 13, n. 5 ( 2009).
https://doi.org/10.1080/13632460802632302
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Mazza, Fabio / Vulcano, Alfonso (2014): Nonlinear seismic analysis of RC framed structures equipped with hysteretic damped braces. Dans: International Journal of Structural Engineering, v. 5, n. 4 ( 2014).
https://doi.org/10.1504/ijstructe.2014.065929
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Mazza, Fabio (2015): Seismic vulnerability and retrofitting by damped braces of fire-damaged r.c. framed buildings. Dans: Engineering Structures, v. 101 (octobre 2015).
https://doi.org/10.1016/j.engstruct.2015.07.027
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Mazza, Fabio / Vulcano, Alfonso (2010): Nonlinear dynamic response of r.c. framed structures subjected to near-fault ground motions. Dans: Bulletin of Earthquake Engineering, v. 8, n. 6 (mai 2010).
https://doi.org/10.1007/s10518-010-9180-z
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Mazza, Fabio (2017): Torsional response of fire-damaged base-isolated buildings with elastomeric bearings subjected to near-fault earthquakes. Dans: Bulletin of Earthquake Engineering, v. 15, n. 9 (février 2017).
https://doi.org/10.1007/s10518-017-0103-0
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Mazza, Fabio (2017): Shear modelling of the beam-column joint in the nonlinear static analysis of r.c. framed structures retrofitted with damped braces. Dans: Bulletin of Earthquake Engineering, v. 16, n. 5 (novembre 2017).
https://doi.org/10.1007/s10518-017-0269-5
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Mazza, Fabio (2016): Nonlinear seismic analysis of unsymmetric-plan structures retrofitted by hysteretic damped braces. Dans: Bulletin of Earthquake Engineering, v. 14, n. 4 (janvier 2016).
https://doi.org/10.1007/s10518-016-9873-z
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Mazza, Fabio (2016): Nonlinear seismic analysis of r.c. framed buildings with setbacks retrofitted by damped braces. Dans: Engineering Structures, v. 126 (novembre 2016).
https://doi.org/10.1016/j.engstruct.2016.07.055
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Mazza, Fabio (2014): Modelling and nonlinear static analysis of reinforced concrete framed buildings irregular in plan. Dans: Engineering Structures, v. 80 (décembre 2014).
https://doi.org/10.1016/j.engstruct.2014.08.026