Optimal design and performance evaluation of systems with Tuned Mass Damper Inerter (TMDI)

D Pietrosanti, M De Angelis… - Earthquake Engineering & …, 2017 - Wiley Online Library
The paper concerns the optimal design and performance evaluation of a Tuned Mass
Damper Inerter (TMDI) to reduce dynamic vibrations. The system exploits properties of the …

A review on the use of the inerter device in the structural coupling technique for adjacent building vibration control

A de Souza Pippi, SM Avila, G Doz - Structures, 2022 - Elsevier
Due to the large population density in big urban centers, building taller and closer buildings
is necessary. The high flexibility of these buildings can lead to excessive vibration problems …

Connection of coupled buildings: A state-of-the-art review

R Doroudi, SHH Lavassani - Structures, 2021 - Elsevier
This paper presents a state-of-the-art review of significant studies published on coupled
buildings. The approach of connecting two adjacent buildings has been effectively applied …

Semi-active control of magnetorheological elastomer base isolation system utilising learning-based inverse model

X Gu, Y Yu, J Li, Y Li - Journal of Sound and Vibration, 2017 - Elsevier
Magnetorheological elastomer (MRE) base isolations have attracted considerable attention
over the last two decades thanks to its self-adaptability and high-authority controllability in …

On the selection of user-defined parameters in data-driven stochastic subspace identification

C Priori, M De Angelis, R Betti - Mechanical Systems and Signal …, 2018 - Elsevier
The paper focuses on the time domain output-only technique called Data-Driven Stochastic
Subspace Identification (DD-SSI); in order to identify modal models (frequencies, damping …

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, 2019 - Elsevier
The paper deals with the analytical formulation of two adjacent single degree of freedom
systems coupled by spring-dashpot-inerter elements adequately tuned in order to build a …

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

G Stefani, M De Angelis, U Andreaus - International Journal of Mechanical …, 2021 - Elsevier
The large displacements caused by strong earthquakes in base-isolated structures
(buildings, bridges, strategic facilities, equipment,⋯) can excessively deform or damage the …

Response mitigation performance and energy dissipation enhancement of tuned viscous mass damper applied on adjacent structures

L Hao, H He, P Tan - Soil Dynamics and Earthquake Engineering, 2021 - Elsevier
Tuned viscous mass damper (TVMD) was applied for vibration control of the adjacent
buildings by interconnecting the sub-structures. The response mitigation performance of …

Seismic response mitigation of chemical plant components by passive control techniques

F Paolacci, R Giannini, M De Angelis - Journal of loss prevention in the …, 2013 - Elsevier
This paper deals with the applicability of seismic passive control in major-hazard chemical
installations. The objective is to show numerically and experimentally the applicability of …

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, 2018 - Elsevier
This paper illustrates the dynamics of a novel structural configuration represented by two
adjacent single-degree-of-freedom (2-ASDOF) systems coupled by a connection with spring …