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 | 326 | 2017 |
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 | 283 | 2012 |
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 | 197 | 2015 |
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 | 157 | 2019 |
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 | 155 | 2007 |
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 | 141 | 2010 |
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 | 132 | 2002 |
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 | 128 | 2020 |
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 | 116* | 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 | 115 | 1995 |
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 | 101 | 2020 |
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 | 81 | 2013 |
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 | 77 | 2004 |
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 | 74 | 2021 |
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 | 71 | 2018 |
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 | 67 | 2019 |
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 | 62 | 2007 |
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 | 57 | 2016 |
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 | 56 | 2013 |
Modal analysis and dynamic response of two adjacent single-degree-of-freedom systems linked by spring-dashpot-inerter elements M Basili, M De Angelis, D Pietrosanti Engineering Structures 174, 736-752, 2018 | 45 | 2018 |