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Maurizio De Angelis
Maurizio De Angelis
Professore di scienza delle costruzioni, Sapienza Roma
Bestätigte E-Mail-Adresse bei uniroma1.it
Titel
Zitiert von
Zitiert von
Jahr
Optimal design and performance evaluation of systems with Tuned Mass Damper Inerter (TMDI)
D Pietrosanti, M De Angelis, M Basili
Earthquake Engineering & Structural Dynamics 46 (8), 1367-1388, 2017
2722017
Dynamic response and optimal design of structures with large mass ratio TMD
M De Angelis, S Perno, A Reggio
Earthquake Engineering & Structural Dynamics 41 (1), 41-60, 2012
2412012
Optimal energy‐based seismic design of non‐conventional Tuned Mass Damper (TMD) implemented via inter‐story isolation
A Reggio, MD Angelis
Earthquake Engineering & Structural Dynamics 44 (10), 1623-1642, 2015
1742015
Optimal passive control of adjacent structures interconnected with nonlinear hysteretic devices
M Basili, M De Angelis
Journal of sound and vibration 301 (1-2), 106-125, 2007
1452007
Experimental investigation on the seismic response of a steel liquid storage tank equipped with floating roof by shaking table tests
M De Angelis, R Giannini, F Paolacci
Earthquake Engineering & Structural Dynamics 39 (4), 377-396, 2010
1272010
Extracting physical parameters of mechanical models from identified state-space representations
M De Angelis, H Lus, R Betti, RW Longman
J. Appl. Mech. 69 (5), 617-625, 2002
1272002
Optimal tuning and assessment of inertial dampers with grounded inerter for vibration control of seismically excited base-isolated systems
M De Angelis, A Giaralis, F Petrini, D Pietrosanti
Engineering Structures 196, 109250, 2019
1262019
Constructing second-order models of mechanical systems from identified state space realizations. part I: theoretical discussions
H Luş, M De Angelis, R Betti, RW Longman
Journal of Engineering Mechanics 129 (5), 477-488, 2003
114*2003
Design of yielding or friction-based dissipative bracings for seismic protection of buildings
V Ciampi, M De Angelis, F Paolacci
Engineering Structures 17 (5), 381-391, 1995
1101995
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 …
D Pietrosanti, M De Angelis, A Giaralis
International Journal of Mechanical Sciences 184, 105762, 2020
962020
A generalized 2-DOF model for optimal design of MDOF structures controlled by Tuned Mass Damper Inerter (TMDI)
D Pietrosanti, M De Angelis, M Basili
International Journal of Mechanical Sciences 185, 105849, 2020
792020
Investigation of a system identification methodology in the context of the ASCE benchmark problem
H Luş, R Betti, J Yu, M De Angelis
Journal of engineering mechanics 130 (1), 71-84, 2004
772004
Seismic response mitigation of chemical plant components by passive control techniques
F Paolacci, R Giannini, M De Angelis
Journal of loss prevention in the process industries 26 (5), 924-935, 2013
742013
On the selection of user-defined parameters in data-driven stochastic subspace identification
C Priori, M De Angelis, R Betti
Mechanical Systems and Signal Processing 100, 501-523, 2018
622018
Experimental seismic performance assessment and numerical modelling of nonlinear inerter vibration absorber (IVA)‐equipped base isolated structures tested on shaking table
D Pietrosanti, M De Angelis, A Giaralis
Earthquake Engineering & Structural Dynamics 50 (10), 2732-2753, 2021
582021
A reduced order model for optimal design of 2-mdof adjacent structures connected by hysteretic dampers
M Basili, M De Angelis
Journal of Sound and Vibration 306 (1-2), 297-317, 2007
572007
Defective two adjacent single degree of freedom systems linked by spring-dashpot-inerter for vibration control
M Basili, M De Angelis, D Pietrosanti
Engineering Structures 188, 480-492, 2019
542019
Shaking table experimentation on adjacent structures controlled by passive and semi-active MR dampers
M Basili, M De Angelis, G Fraraccio
Journal of Sound and Vibration 332 (13), 3113-3133, 2013
532013
Nonlinear dynamic response of a base-excited SDOF oscillator with double-side unilateral constraints
U Andreaus, M De Angelis
Nonlinear Dynamics 84, 1447-1467, 2016
502016
Modelling and identification of structures with rate-independent linear damping
A Reggio, M De Angelis
Meccanica 50 (3), 617-632, 2015
402015
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