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maurizio.deangelis@uniroma1.it
Maurizio De Angelis
Professore Ordinario
Struttura:
DIPARTIMENTO DI INGEGNERIA STRUTTURALE E GEOTECNICA
E-mail:
maurizio.deangelis@uniroma1.it
Pagina istituzionale corsi di laurea
Curriculum Sapienza
Pubblicazioni
Titolo
Pubblicato in
Anno
Malaria in an asylum seeker paediatric liver transplant recipient: diagnostic challenges for migrant population
JOURNAL OF INFECTION IN DEVELOPING COUNTRIES
2021
EXPERIMENTAL SEISMIC PERFORMANCE ASSESSMENT AND NUMERICAL MODELLING OF NONLINEAR inerter vibration absorber (IVA)-EQUIPPED BASE ISOLATED STRUCTURES TESTED ON SHAKING TABLE
EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS
2021
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
Optimal design of the ideal grounded tuned mass damper inerter for comfort performances improvement in footbridges with practical implementation considerations
STRUCTURAL CONTROL & HEALTH MONITORING
2021
Multi-stage semi-automated methodology for modal parameters estimation adopting parametric system identification algorithms
MECHANICAL SYSTEMS AND SIGNAL PROCESSING
2021
Influence of the gap size on the response of a single-degree-of-freedom vibro-impact system with two-sided constraints: Experimental tests and numerical modeling
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES
2021
Rischio NaTech da sisma per stabilimenti con pericolo di incidente rilevante, un caso studio: serbatoi atmosferici a tetto galleggiante
Atti di convegno SAFAP 2021
2021
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 & HEALTH MONITORING
2020
Experimental dynamic response of a SDOF oscillator constrained by two symmetrically arranged deformable and dissipative bumpers under harmonic base excitatio
Nonlinear Dynamics and Control
2020
Experimental and numerical response analysis of a unilaterally constrained sdof system under harmonic base excitation
Lecture Notes in Mechanical Engineering
2020
Scenarios in the experimental response of a vibro-impact single-degree-of-freedom system and numerical simulations
NONLINEAR DYNAMICS
2020
Vibration control of steel liquid storage tanks equipped with Inerter-based isolation systems
Proceedings of the XI International Conference on Structural Dynamics
2020
Vibration-based structural health monitoring of a RC-masonry tower equipped with non-conventional TMD
ENGINEERING STRUCTURES
2020
A generalized 2-DOF model for optimal design of MDOF structures controlled by Tuned Mass Damper Inerter (TMDI)
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES
2020
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
Semi-Automated Operational Modal Analysis Methodology to Optimize Modal Parameter Estimation
JOURNAL OF OPTIMIZATION THEORY AND APPLICATIONS
2020
Experimental and numerical dynamic response of a SDOF vibro-impact system with double gaps and bumpers under harmonic excitation
INTERNATIONAL JOURNAL OF DYNAMICS AND CONTROL
2019
Optimal tuning and assessment of inertial dampers with grounded inerter for vibration control of seismically excited base-isolated systems
ENGINEERING STRUCTURES
2019
Defective two adjacent single degree of freedom systems linked by spring-dashpot-inerter for vibration control
ENGINEERING STRUCTURES
2019
Experimental and numerical investigation of base isolated SDOF system impact against bumpers under harmonic base excitation
COMPDYN 2019 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Proceedings Volume II
2019
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Progetti di Ricerca
Mitigazione delle risposta dinamica di serbatoi atmosferici a tetto galleggiante mediante l'uso di sistemi di controllo innovativi
Studio del sistema innovativo TMDI per la riduzione della risposta dinamica di strutture isolate eccitate alla base
Valutazione degli effetti scala sui dispositivi innovativi per il controllo strutturale denominati INERTER
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