Fabio Mazza

发表

Torsional response of fire-damaged base-isolated buildings with elastomeric bearings subjected to near-fault earthquakes

Fabio Mazza, F. Mazza, 2017, Bulletin of Earthquake Engineering.

Nonlinear dynamic behavior of base-isolated buildings with the friction pendulum system subjected to near-fault earthquakes

Fabio Mazza, S. Sisinno, F. Mazza, 2017 .

Modelling and nonlinear static analysis of reinforced concrete framed buildings irregular in plan

Fabio Mazza, 2014 .

Nonlinear dynamic response of r.c. framed structures subjected to near-fault ground motions

Fabio Mazza, Alfonso Vulcano, F. Mazza, 2010 .

Nonlinear seismic analysis of RC framed structures equipped with hysteretic damped braces

Fabio Mazza, Alfonso Vulcano, 2014 .

Behaviour during seismic aftershocks of r.c. base-isolated framed structure with fire-induced damage

Fabio Mazza, 2017 .

Nonlinear Dynamic Response of RC Buildings with Different Base Isolation Systems Subjected to Horizontal and Vertical Components of Near-Fault Ground Motions

Fabio Mazza, Alfonso Vulcano, Mirko Mazza, 2012 .

Effects of the long‐term behaviour of isolation devices on the seismic response of base‐isolated buildings

Fabio Mazza, F. Mazza, 2019, Structural Control and Health Monitoring.

COMPARATIVE STUDY OF THE WIND AND EARTHQUAKE DYNAMIC RESPONSES OF FIRE EXPOSED STEEL FRAMED BUILDINGS

Marco Fiore, Fabio Mazza, 2015 .

SEISMIC VULNERABILITY IN CASE OF FIRE OF EXISTING R.C. FRAMED BUILDINGS: MODELLING AND NONLINEAR DYNAMIC ANALYSIS

Antonio De Luca, Fabio Mazza, 2015 .

Nonlinear seismic analysis of unsymmetric-plan structures retrofitted by hysteretic damped braces

Fabio Mazza, F. Mazza, 2016, Bulletin of Earthquake Engineering.

Effectiveness of damped braces to mitigate seismic torsional response of unsymmetric-plan buildings

Fabio Mazza, Emilia Pedace, Francesco Del Favero, 2017 .

In‐plane–out‐of‐plane non‐linear model of masonry infills in the seismic analysis of r.c.‐framed buildings

Fabio Mazza, F. Mazza, 2018, Earthquake engineering & structural dynamics (Print).

Effects of near-fault vertical earthquakes on the nonlinear incremental response of r.c. base-isolated structures exposed to fire

Fabio Mazza, 2015, Bulletin of Earthquake Engineering.

Displacement‐Based Seismic Design Procedure for Framed Buildings with Dissipative Braces Part II: Numerical Results

Fabio Mazza, Alfonso Vulcano, 2008 .

Seismic vulnerability and retrofitting by damped braces of fire-damaged r.c. framed buildings

Fabio Mazza, F. Mazza, 2015 .

Control of the along-wind response of steel framed buildings by using viscoelastic or friction dampers

Fabio Mazza, Alfonso Vulcano, 2007 .

Comparative study of the seismic response of RC framed buildings retrofitted using modern techniques

Fabio Mazza, 2015 .

Nonlinear response of r.c. framed buildings retrofitted by different base-isolation systems under horizontal and vertical components of near-fault earthquakes

Fabio Mazza, Alfonso Vulcano, Mirko Mazza, 2017 .

Nonlinear Response of RC Framed Buildings with Isolation and Supplemental Damping at the Base Subjected to Near-Fault Earthquakes

Fabio Mazza, Alfonso Vulcano, F. Mazza, 2009 .

Shear modelling of the beam-column joint in the nonlinear static analysis of r.c. framed structures retrofitted with damped braces

Fabio Mazza, 2017, Bulletin of Earthquake Engineering.

Nonlinear seismic analysis of r.c. framed buildings with setbacks retrofitted by damped braces

Fabio Mazza, F. Mazza, 2016 .

Experimental and Numerical Behaviour of a Steel Frame Seismically Protected with Hysteretic Dampers Braces:The JET PACS Project

Felice Carlo Ponzo, Fabio Mazza, Domenico Salvatore Nigro, 2012 .

Epidemic mitigation by statistical inference from contact tracing data pdf

Florent Krzakala, Luca Dall'Asta, Alfredo Braunstein, 2020, Proceedings of the National Academy of Sciences.

Nonlinear Modeling and Analysis of R.C. Framed Buildings Located in a Near-Fault Area

Fabio Mazza, Mirko Mazza, F. Mazza, 2012 .

Control of the earthquake and wind dynamic response of steel‐framed buildings by using additional braces and/or viscoelastic dampers

Fabio Mazza, Alfonso Vulcano, 2011 .

Effects of near‐fault ground motions on the nonlinear dynamic response of base‐isolated r.c. framed buildings

Fabio Mazza, Alfonso Vulcano, F. Mazza, 2012 .

Dissipative steel exoskeletons for the seismic control of reinforced concrete framed buildings

Fabio Mazza, F. Mazza, 2020, Structural Control and Health Monitoring.

Dynamic Response of Steel Framed Structures Fire-Retrofitted with Viscoelastic-Damped Braces

Marco Fiore, Fabio Mazza, Mirko Mazza, 2017 .

Nonlinear incremental analysis of fire-damaged r.c. base-isolated structures subjected to near-fault ground motions

Fabio Mazza, 2015 .

The FLECS expandable module concept for future space missions and an overall description on the material validation

Mario Marchetti, Giorgio Ferrari, Fabio Mazza, 2006 .

Displacement-based design procedure of damped braces for the seismic retrofitting of r.c. framed buildings

Fabio Mazza, Alfonso Vulcano, F. Mazza, 2015, Bulletin of Earthquake Engineering.

Effects of site condition in near-fault area on the nonlinear response of fire-damaged base-isolated structures

Fabio Mazza, Fabio Alesina, 2016 .

Displacement‐Based Seismic Design Procedure for Framed Buildings with Dissipative Braces Part I: Theoretical formulation

Fabio Mazza, Alfonso Vulcano, 2008 .

Structural and non-structural intensity measures for the assessment of base-isolated structures subjected to pulse-like near-fault earthquakes

Fabio Mazza, Rodolfo Labernarda, F. Mazza, 2017 .

Equivalent viscous damping for displacement-based seismic design of hysteretic damped braces for retrofitting framed buildings

Fabio Mazza, Alfonso Vulcano, F. Mazza, 2014, Bulletin of Earthquake Engineering.

Lateral-torsional response of base-isolated buildings with curved surface sliding system subjected to near-fault earthquakes

Fabio Mazza, F. Mazza, 2017 .

Jet-Pacs Project: Dynamic Experimental Tests and Numerical Results Obtained for a Steel Frame Equipped with Hysteretic Damped Chevron Braces

Felice Carlo Ponzo, Fabio Mazza, Mauro Dolce, 2012 .

Seismic retrofitting of gravity-loads designed r.c. framed buildings combining CFRP and hysteretic damped braces

Fabio Mazza, Mirko Mazza, 2019, Bulletin of Earthquake Engineering.

The Multipurpose Expandable Module Concept for fut...

Fabio Mazza, Mario Marchetti, Gerlando Augello, 2005 .

Performance based design of braces equipped with dampers for the seismic protection of framed buildings

Fabio Mazza, Alfonso Vulcano, 2007 .

Damage protection of earthquake resistant structures by means of damped braces

Fabio Mazza, 2021, Adv. Eng. Softw..

Combination of different types of damped braces for two-level seismic control of rc framed buildings

Fabio Mazza, F. Mazza, 2021, Journal of Building Engineering.

Epidemic inference through generative neural networks pdf

Alfredo Braunstein, Fabio Mazza, Luca Dall'Asta, 2021, ArXiv.

Nonlinear analysis of spatial framed structures by a lumped plasticity model based on the Haar–Kàrmàn principle

Fabio Mazza, Mirko Mazza, F. Mazza, 2010 .

Displacement-based seismic design of hysteretic damped braces for retrofitting in-elevation irregular r.c. framed structures

Fabio Mazza, Alfonso Vulcano, Mirko Mazza, 2014 .

A distributed plasticity model to simulate the biaxial behaviour in the nonlinear analysis of spatial framed structures

Fabio Mazza, F. Mazza, 2014 .

Nonlinear seismic analysis of irregular r.c. framed buildings base-isolated with friction pendulum system under near-fault excitations

Fabio Mazza, Mirko Mazza, F. Mazza, 2016 .

A simplified retrofitting method based on seismic damage of a SDOF system equivalent to a damped braced building

Fabio Mazza, F. Mazza, 2019 .

Design of Hysteretic Damped Braces to Improve the Seismic Performance of Steel and R.C. Framed Structures

Fabio Mazza, Alfonso Vulcano, 2014 .