Article
Acoustics
Marcial Baduidana, Aurelien Kenfack-Jiotsa
Summary: This study presents the results of a novel inerter-based vibration absorber with an amplified inertance mechanism for controlling excessive vibrational movements of a primary structure. The analysis shows that the inerter vibration absorber with positive grounded stiffness demonstrates the best control performance.
JOURNAL OF VIBRATION AND CONTROL
(2022)
Article
Chemistry, Multidisciplinary
Mohammad Ali Sadeghian, Jian Yang, Feiliang Wang, Xinger Wang
Summary: This paper proposes an inerter-based device for structural vibration control that can alter inertance based on frequency changes. The device, called an adaptive tuned mass inertance damper (ATMID), utilizes a continuously variable transmission system and a ball-screw inerter. The ATMID is able to produce alterable inertance, allowing for seamless variability in device frequency and efficient oscillation suppression.
APPLIED SCIENCES-BASEL
(2022)
Article
Engineering, Electrical & Electronic
Laixi Zhang, Chenming Zhao, Feng Qian, Jaspreet Singh Dhupia, Mingliang Wu
Summary: The paper introduces a variable stiffness and damping semiactive vibration control mechanism with quasi-zero stiffness characteristics. Through virtual prototype experiments, it is found that this mechanism can improve the stability of the system and the vibration isolation effect.
Article
Construction & Building Technology
Zhipeng Zhao, Qingjun Chen, Ruifu Zhang, Xiaosong Ren, Xiuyan Hu
Summary: This study introduces a novel variable friction TVMD system, which effectively addresses the limitations of traditional TVMD systems in vibration reduction. Through power-flow analysis and control strategy, the energy dissipation efficiency of VF-TVMD is successfully maximized. Numerical examples demonstrate that the VF-TVMD system has better control effectiveness and damping-enhancement effect.
STRUCTURAL CONTROL & HEALTH MONITORING
(2022)
Article
Construction & Building Technology
Huan Li, Kaiming Bi, Hong Hao
Summary: In this paper, a novel tuned negative stiffness inerter damper (TNSID) combining negative stiffness and inerter elements is proposed for seismic induced structural vibration control. The experimental results show that TNSID achieves dual mitigation effects on both the displacement and acceleration responses, widens the effective frequency bandwidth, and therefore achieves the most evident control effectiveness compared to the other devices investigated in this study.
JOURNAL OF BUILDING ENGINEERING
(2023)
Article
Construction & Building Technology
Salah Djerouni, Mahdi Abdeddaim, Said Elias, Rajesh Rupakhety
Summary: The study introduces a novel control scheme using lightweight inerters to improve seismic response, forming a double mass tuned damper inerter (DMTDI). By optimizing parameters with a genetic algorithm and considering the H-2 norm as the objective function, the DMTDI scheme shows significant improvement in peak displacement, acceleration, and base shear under various ground motions.
JOURNAL OF BUILDING ENGINEERING
(2021)
Article
Engineering, Civil
Huan Li, Kaiming Bi, Hong Hao
Summary: Recently, the tuned negative stiffness inerter damper (TNSID), which combines negative stiffness and inerter elements, has been proven effective in controlling structural vibration. This paper investigates the influence of the nonlinearity of negative stiffness on the performances of two different TNSID configurations. The study introduces the working mechanisms and optimal parameters of TNSIDs with simplified linear negative stiffness, and then analyzes the dynamic responses and unstable behaviors caused by different nonlinear negative stiffness. Parameter studies and structural optimization are also conducted to evaluate the effects and mitigate the negative impacts of the nonlinearity.
ENGINEERING STRUCTURES
(2023)
Article
Chemistry, Multidisciplinary
Ke-Fan Xu, Ye-Wei Zhang, Mu-Qing Niu, Li-Qun Chen
Summary: This paper proposes a novel tuned mass damper with variable stiffness achieved through a PI controller and a mass block replaced by an inerter. The frequency responses are obtained through a harmonic balance method and numerical simulations, showing an improved vibration reduction performance with reduced additional weight. The maximum vibration reduction rate can reach 87.09% with the optimum negative stiffness ratio and inertance ratio.
APPLIED SCIENCES-BASEL
(2023)
Article
Instruments & Instrumentation
Sourav Das, Arunasis Chakraborty, Ipshita Barua
Summary: This study proposes a shape memory alloy based inerter combined with an electromagnetic transducer for vibration control of buildings and energy harvesting. The device has a non-linear spring made of shape memory alloy with hysteretic behavior capable of dissipating significant amount of energy. The findings suggest that the optimal performance of the device requires precise parameter tuning for controlling building vibrations exposed to random wind loads.
SMART MATERIALS AND STRUCTURES
(2021)
Article
Engineering, Mechanical
Gioacchino Alotta, Giuseppe Failla
Summary: This paper introduces improved inerter-based absorbers for vibration mitigation in structural systems. By incorporating standard inerter-based devices within a rhombus truss, a significant amplification of inertance can be achieved. The design of the improved inerter-based devices is straightforward and they can be retuned by changing the geometry of the rhombus truss.
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES
(2021)
Article
Engineering, Civil
Haiyan Yu, Mingjie Zhang, Gang Hu
Summary: This study investigates the effect of inerter locations on the control performance of an NESI, finding that the performance of NESI significantly depends on the inerter locations. The NESI outperforms the conventional NES as long as the difference between modal values at two terminals is larger than a threshold value, and it shows robustness to uncertainties.
ENGINEERING STRUCTURES
(2022)
Article
Engineering, Mechanical
Yu-ji Tai, Hai-dong Wang, Zhi-qiang Chen
Summary: This paper presents a theoretical and numerical study of a tuned inerter negative stiffness damper (TINSD) system and its vibration control effect. The study shows that TINSD has superior performance in vibration isolation and seismic response control.
INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES
(2023)
Article
Acoustics
Lin Chen, Satish Nagarajaiah, Limin Sun
Summary: This study conducts a unified analysis of the multimode damping effects of negative stiffness and inerter mechanisms when combined with a viscous damper for cable vibration control. It demonstrates that an ideal NSD evenly improves damping for each cable mode, while using an IVA requires balancing damping effects for multiple cable modes. The tuned inerter damper is found to have the best performance among investigated IVAs.
JOURNAL OF SOUND AND VIBRATION
(2021)
Article
Construction & Building Technology
Yu-ji Tai, You-sheng Xu, Xu-gang Hua, Chao Chen, Wen-xi Wang, Zheng-qing Chen
Summary: A new type of inerter, called a crank train inerter (CTI), is investigated for structural vibration isolation. The CTI consists of a crank, a linking rod, a gear-pinion box, and a flywheel that generates inertance. It has advantages of quick adjustment of inertance and strong adaptability to other disturbances. Experimental results show that while CTIs can significantly decrease the amplitude-frequency responses at the fundamental frequency, they cannot achieve vibration isolation in a full frequency range. Numerical studies demonstrate that base-isolated buildings with CTIs can reduce story drift ratio and deformation of the isolation layer and an optimal design method for CTI is proposed.
JOURNAL OF STRUCTURAL ENGINEERING
(2023)
Article
Engineering, Civil
Ging-Long Lin, Chi-Chang Lin, Yu-Jing Chen, Ta-Chih Hung
Summary: This study introduces a novel electromagnetic multiple tuned mass damper system for decreasing high-rise buildings' vibration responses under earthquake excitations, which effectively achieves vibration control and energy harvesting simultaneously.
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
(2021)
Article
Engineering, Civil
Fernanda de Borbon, Martin Domizio, Daniel Ambrosini, Oscar Curadelli
ENGINEERING STRUCTURES
(2020)
Article
Acoustics
Hernan Garrido, Martin Domizio, Oscar Curadelli, Daniel Ambrosini
JOURNAL OF SOUND AND VIBRATION
(2020)
Article
Construction & Building Technology
Oscar Curadelli, Marta Amani
Summary: This study investigates the performance and effectiveness of a pseudo-passive vibration control system based on gyroscopic moment in controlling lateral vibrations in beam-like structures. The results demonstrate the high effectiveness of the system in controlling tip displacement and a significant improvement over traditional tuned mass damper in structural vibration control.
STRUCTURAL ENGINEERING INTERNATIONAL
(2022)
Article
Construction & Building Technology
German Nanclares, Daniel Ambrosini, Oscar Curadelli
Summary: This paper presents a nonlinear dynamic analysis of an existing bridge using a detailed 3D finite element model, evaluating the influence of different design criteria over time on the structural behavior.
ADVANCES IN STRUCTURAL ENGINEERING
(2022)
Article
Engineering, Civil
Martin Domizio, Hernan Garrido, Daniel Ambrosini
Summary: Tuned mass dampers (TMDs) are control devices used for energy dissipation in civil structures, and their effectiveness is influenced by the duration of dynamic excitation and detuning effect. This study optimized the parameters of three different TMD configurations using the particle swarm algorithm and evaluated their performance on single-degree-of-freedom structures under different ground motions. It was found that the configuration with two TMDs in series tuned to a frequency of 50% of the fundamental frequency of the healthy structure achieved the highest effectiveness when the ductility demand is greater than 5.
ENGINEERING STRUCTURES
(2022)
Article
Mechanics
R. Codina, D. Ambrosini
Summary: Terrorist organizations often use explosives to carry out attacks in urban areas, causing significant casualties and building damage. This study focuses on the performance of ordinary building systems under extreme impulsive loads, particularly the response of confined masonry buildings to out-of-plane impulsive loads. Experimental results of explosions at different distances are presented, and the levels of damage are compared to iso-damage curves, providing insights into the resistance of buildings to different impulsive loads.
Article
Engineering, Multidisciplinary
Hernan Garrido, Martin Domizio, Oscar Curadelli, Daniel Ambrosini
Summary: Structural Health Monitoring faces challenges including uncertainty in boundary conditions, the need for a calibrated numerical model or measurements of the structure in its healthy state, variability in structure properties and boundary conditions due to environmental and operational conditions, and the possibility of damage in the virgin structure due to construction defects. This work presents a method that tackles these challenges by synthesising the response of a healthy-structure model inside a region of interest (ROI) using testing data of the (possibly) damaged structure in that ROI. The method showed accurate detection, location, and quantification of damage, outperforming measurements of the virgin structure in some cases.
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL
(2023)
Article
Acoustics
Hernan Garrido, Martin Domizio, Oscar Curadelli, Daniel Ambrosini
Summary: This paper proposes using an inerter as a practical retrofit approach to control vibration in a chain-like structure. Analytical and numerical studies show that implementing an inerter and a damper in the upper substructure can significantly reduce deformations in the lower substructure. The inerter-based approach provides similar performance to the classical BMD but with the advantage of being an in-parallel intervention.
JOURNAL OF VIBRATION AND CONTROL
(2023)
Article
Engineering, Civil
Pablo M. Barlek Mendoza, Daniel Ambrosini, Bibiana M. Luccioni
Summary: This study investigated the maximizing energy dissipation on a seismic damper through a numerical-experimental approach. Theoretical background, experimental studies, and computational models were conducted to analyze the friction ratios. The results indicated the significant impact of friction coefficients on energy dissipation, and proposed intervals for maximizing energy dissipation based on different seismic records.
SMART STRUCTURES AND SYSTEMS
(2021)
Article
Engineering, Civil
German Nanclares, Daniel Ambrosini, Oscar Curadelli, Martin Domizio
SMART STRUCTURES AND SYSTEMS
(2020)