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Optimal energy-based seismic design of non-conventional Tuned Mass Damper (TMD) implemented via inter-story isolation

Earthquake engineering & structural dynamics, 2015-08, Vol.44 (10), p.1623-1642

2015

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Experimental Dynamic Response of a Multi-Story Frame Structure Equipped with Non-Conventional TMD Implemented via Inter-Story Isolation

Applied sciences, 2022-09, Vol.12 (18), p.9153

2022

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Modal analysis and dynamic response of two adjacent single-degree-of-freedom systems linked by spring-dashpot-inerter elements

Engineering structures, 2018-11, Vol.174, p.736-752

2018

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Nonlinear dynamic response of a base-excited SDOF oscillator with double-side unilateral constraints

Nonlinear dynamics, 2016-05, Vol.84 (3), p.1447-1467

2016

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Scenarios in the experimental response of a vibro-impact single-degree-of-freedom system and numerical simulations

Nonlinear dynamics, 2021-03, Vol.103 (4), p.3465-3488

2021

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Semi-Automated Operational Modal Analysis Methodology to Optimize Modal Parameter Estimation

Journal of optimization theory and applications, 2020-12, Vol.187 (3), p.842-854

2020

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Anisakiasis and gastroallergic reactions associated with Anisakis pegreffii infection, Italy

Emerging infectious diseases, 2013-03, Vol.19 (3), p.496-499

2013

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Analysis of the Behaviour of the Floating Roof in a Cylindrical Storage Tank Subjected to Seismic Excitation for the Mitigation of Fire Risk

Chemical engineering transactions, 2023-11, Vol.104

2023

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Damage detection in a RC-masonry tower equipped with a non-conventional TMD using temperature-independent damage sensitive features

Developments in the built environment, 2023-10, Vol.15, p.100170, Article 100170

2023

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Correction to: Semi-automated Operational Modal Analysis Methodology to Optimize Modal Parameter Estimation

Journal of optimization theory and applications, 2021-02, Vol.188 (2), p.603-603

2021

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Dynamic response of a viscously damped two adjacent degree of freedom system linked by inerter subjected to base harmonic excitation

Procedia engineering, 2017, Vol.199, p.1586-1591

2017

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Relation of Cardiac Complications in the Early Phase of Community-Acquired Pneumonia to Long-Term Mortality and Cardiovascular Events

The American journal of cardiology, 2015-08, Vol.116 (4), p.647-651

2015

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A state-space methodology to identify modal and physical parameters of non-viscously damped systems

Mechanical systems and signal processing, 2013-12, Vol.41 (1-2), p.380-395

2013

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Vibration Analysis and Models of Adjacent Structures Controlled by Magnetorheological Dampers

Shock and vibration, 2017-01, Vol.2017, p.1-21

2017

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Molecular characterization of Blastocystis subtypes in HIV-positive patients and evaluation of risk factors for colonization

BMC infectious diseases, 2019-10, Vol.19 (1), p.876-876, Article 876

2019

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Experimental study and numerical modeling of nonlinear dynamic response of SDOF system equipped with tuned mass damper inerter (TMDI) tested on shaking table under harmonic excitation

International journal of mechanical sciences, 2020-10, Vol.184, p.105762, Article 105762

2020

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A generalized 2-DOF model for optimal design of MDOF structures controlled by Tuned Mass Damper Inerter (TMDI)

International journal of mechanical sciences, 2020-11, Vol.185, p.105849, Article 105849

2020

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Optimal tuning and assessment of inertial dampers with grounded inerter for vibration control of seismically excited base-isolated systems

Engineering structures, 2019-10, Vol.196, p.109250, Article 109250

2019

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Defective two adjacent single degree of freedom systems linked by spring-dashpot-inerter for vibration control

Engineering structures, 2019-06, Vol.188, p.480-492

2019

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Exploit the study of the scenarios for the control of the response of single-degree-of-freedom systems with bumpers

Journal of sound and vibration, 2024-05, Vol.578, Article 118341

2024

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Influence of the characteristics of isolation and mitigation devices on the response of single‐degree‐of‐freedom vibro‐impact systems with two‐sided bumpers and gaps via shaking table tests

Structural control and health monitoring, 2020-05, Vol.27 (5), p.n/a

2020

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Numerical study on the response scenarios in a vibro-impact single-degree-of-freedom oscillator with two unilateral dissipative and deformable constraints

Communications in nonlinear science & numerical simulation, 2021-08, Vol.99, p.105818, Article 105818

2021

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Experimental seismic performance assessment and numerical modelling of nonlinear inerter vibration absorber (IVA)‐equipped base isolated structures tested on shaking table

Earthquake engineering & structural dynamics, 2021-08, Vol.50 (10), p.2732-2753

2021

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The effect of the presence of obstacles on the dynamic response of single-degree-of-freedom systems: Study of the scenarios aimed at vibration control

Journal of sound and vibration, 2022-08, Vol.531, p.116949, Article 116949

2022

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Dynamic response and optimal design of structures with large mass ratio TMD

Earthquake engineering & structural dynamics, 2012-01, Vol.41 (1), p.41-60

2012

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Optimal energy-based seismic design of non-conventional Tuned Mass Damper (TMD) implemented via inter-story isolation

Experimental Dynamic Response of a Multi-Story Frame Structure Equipped with Non-Conventional TMD Implemented via Inter-Story Isolation

Modal analysis and dynamic response of two adjacent single-degree-of-freedom systems linked by spring-dashpot-inerter elements

Nonlinear dynamic response of a base-excited SDOF oscillator with double-side unilateral constraints

Scenarios in the experimental response of a vibro-impact single-degree-of-freedom system and numerical simulations

Semi-Automated Operational Modal Analysis Methodology to Optimize Modal Parameter Estimation

Anisakiasis and gastroallergic reactions associated with Anisakis pegreffii infection, Italy

Analysis of the Behaviour of the Floating Roof in a Cylindrical Storage Tank Subjected to Seismic Excitation for the Mitigation of Fire Risk

Damage detection in a RC-masonry tower equipped with a non-conventional TMD using temperature-independent damage sensitive features

Correction to: Semi-automated Operational Modal Analysis Methodology to Optimize Modal Parameter Estimation

Dynamic response of a viscously damped two adjacent degree of freedom system linked by inerter subjected to base harmonic excitation

Relation of Cardiac Complications in the Early Phase of Community-Acquired Pneumonia to Long-Term Mortality and Cardiovascular Events

A state-space methodology to identify modal and physical parameters of non-viscously damped systems

Vibration Analysis and Models of Adjacent Structures Controlled by Magnetorheological Dampers

Molecular characterization of Blastocystis subtypes in HIV-positive patients and evaluation of risk factors for colonization

Experimental study and numerical modeling of nonlinear dynamic response of SDOF system equipped with tuned mass damper inerter (TMDI) tested on shaking table under harmonic excitation

A generalized 2-DOF model for optimal design of MDOF structures controlled by Tuned Mass Damper Inerter (TMDI)

Optimal tuning and assessment of inertial dampers with grounded inerter for vibration control of seismically excited base-isolated systems

Defective two adjacent single degree of freedom systems linked by spring-dashpot-inerter for vibration control

Exploit the study of the scenarios for the control of the response of single-degree-of-freedom systems with bumpers

Influence of the characteristics of isolation and mitigation devices on the response of single‐degree‐of‐freedom vibro‐impact systems with two‐sided bumpers and gaps via shaking table tests

Numerical study on the response scenarios in a vibro-impact single-degree-of-freedom oscillator with two unilateral dissipative and deformable constraints

Experimental seismic performance assessment and numerical modelling of nonlinear inerter vibration absorber (IVA)‐equipped base isolated structures tested on shaking table

The effect of the presence of obstacles on the dynamic response of single-degree-of-freedom systems: Study of the scenarios aimed at vibration control

Dynamic response and optimal design of structures with large mass ratio TMD

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