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Fabio Mazza
Fabio Mazza
Dipartimento di Ingegneria Civile, Università della Calabria
Email verificata su unical.it
Titolo
Citata da
Citata da
Anno
Effects of near‐fault ground motions on the nonlinear dynamic response of base‐isolated rc framed buildings
F Mazza, A Vulcano
Earthquake engineering & structural dynamics 41 (2), 211-232, 2012
1912012
Nonlinear response of RC framed buildings with isolation and supplemental damping at the base subjected to near-fault earthquakes
F Mazza, A Vulcano
Journal of earthquake engineering 13 (5), 690-715, 2009
1292009
Control of the earthquake and wind dynamic response of steel‐framed buildings by using additional braces and/or viscoelastic dampers
F Mazza, A Vulcano
Earthquake Engineering & Structural Dynamics 40 (2), 155-174, 2011
1032011
Seismic demand of base-isolated irregular structures subjected to pulse-type earthquakes
F Mazza
Soil Dynamics and Earthquake Engineering 108, 111-129, 2018
972018
Displacement-based design procedure of damped braces for the seismic retrofitting of rc framed buildings
F Mazza, A Vulcano
Bulletin of Earthquake Engineering 13, 2121-2143, 2015
842015
Nonlinear seismic analysis of irregular rc framed buildings base-isolated with friction pendulum system under near-fault excitations
F Mazza, M Mazza
Soil Dynamics and Earthquake Engineering 90, 299-312, 2016
792016
Nonlinear dynamic response of rc framed structures subjected to near-fault ground motions
F Mazza, A Vulcano
Bulletin of Earthquake Engineering 8, 1331-1350, 2010
752010
Displacement-based seismic design of hysteretic damped braces for retrofitting in-elevation irregular rc framed structures
F Mazza, M Mazza, A Vulcano
Soil Dynamics and Earthquake Engineering 69, 115-124, 2015
742015
Structural and non-structural intensity measures for the assessment of base-isolated structures subjected to pulse-like near-fault earthquakes
F Mazza, R Labernarda
Soil Dynamics and Earthquake Engineering 96, 115-127, 2017
722017
Modelling and nonlinear static analysis of reinforced concrete framed buildings irregular in plan
F Mazza
Engineering structures 80, 98-108, 2014
722014
Nonlinear dynamic response of RC buildings with different base isolation systems subjected to horizontal and vertical components of near-fault ground motions
F Mazza, A Vulcano, M Mazza
722012
Base-isolation systems for the seismic retrofitting of rc framed buildings with soft-storey subjected to near-fault earthquakes
F Mazza, M Mazza, A Vulcano
Soil Dynamics and Earthquake Engineering 109, 209-221, 2018
712018
Equivalent viscous damping for displacement-based seismic design of hysteretic damped braces for retrofitting framed buildings
F Mazza, A Vulcano
Bulletin of Earthquake Engineering 12, 2797-2819, 2014
702014
Effects of the long‐term behaviour of isolation devices on the seismic response of base‐isolated buildings
F Mazza
Structural Control and Health Monitoring 26 (4), e2331, 2019
682019
Nonlinear modeling and analysis of RC framed buildings located in a near-fault area
F Mazza, M Mazza
The Open Construction & Building Technology Journal 6 (1), 2012
682012
JET-PACS project: dynamic experimental tests and numerical results obtained for a steel frame equipped with hysteretic damped chevron braces
FC Ponzo, A Di Cesare, D Nigro, A Vulcano, F Mazza, M Dolce, C Moroni
Journal of Earthquake Engineering 16 (5), 662-685, 2012
632012
Nonlinear analysis of spatial framed structures by a lumped plasticity model based on the Haar–Kàrmàn principle
F Mazza, M Mazza
Computational Mechanics 45, 647-664, 2010
632010
In‐plane–out‐of‐plane non‐linear model of masonry infills in the seismic analysis of rc‐framed buildings
F Mazza
Earthquake Engineering & Structural Dynamics 48 (4), 432-453, 2019
582019
Nonlinear response of rc framed buildings retrofitted by different base-isolation systems under horizontal and vertical components of near-fault earthquakes
F Mazza, M Mazza, A Vulcano
Earthq Struct 12 (1), 135-144, 2017
582017
A plastic-damage hysteretic model to reproduce strength stiffness degradation
F Mazza
Bulletin of Earthquake Engineering 17 (6), 3517-3544, 2019
442019
Il sistema al momento non può eseguire l'operazione. Riprova più tardi.
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