Invited Review: Recent developments in vibration control of building and bridge structures

Ghaedi, Khaled; Ibrahim, Zainah; Adeli, Hojjat; Javanmardi, Ahad

doi:10.21595/jve.2017.18900

Cited by 105 publications

(36 citation statements)

References 111 publications

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“…therefore it will be marginally addressed in this Section. The readers could refer to the literature reviews [3,4] and [86] to find hundreds of applications. Just to quote an example, in [87] the authors proposed the application of a tuned mass damper to reduce the response to wind-induced motion of Milad Tower in Tehran.…”

Section: Antiresonance Assignment In Buildings and Civil Structuresmentioning

confidence: 99%

Beyond the Tuned Mass Damper: a Comparative Study of Passive Approaches to Vibration Absorption Through Antiresonance Assignment

Richiedei

Tamellin

Trevisani

2021

Arch Computat Methods Eng

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Vibration absorption is a core research area in the design and control of structures and machines, and exploiting antiresonances is an effective approach for systems under harmonic excitation. This paper proposes a comparative study and a review of the main passive techniques to antiresonance assignment proposed in the recent literature, by discussing them through some numerical examples too. The techniques discussed include the well-known Tuned Mass Damper, which has been widely developed in the literature. However, as the title reveals, great attention is paid to the methods inherited from the field of dynamic structural modification that assign antiresonances without modifying the number of degrees of freedom, by exploiting a proper modification of the system inertial and stiffness parameters. Due to higher mathematical complexity, these approaches have been less investigated in the literature although they are an effective and less invasive approach to antiresonance assignment, especially for machines. To puzzle out the complicated subject matter of antiresonances, their background and their key features are also discussed by reviewing the main theoretical results and their relationship with the assignment techniques. The paper is also enriched with several numerical examples to compare different methods and investigate the features of antiresonances. The concluding remarks of the paper bring together some open issues in this field of research and outlines some possible research directions.

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Section: Antiresonance Assignment In Buildings and Civil Structuresmentioning

confidence: 99%

Beyond the Tuned Mass Damper: a Comparative Study of Passive Approaches to Vibration Absorption Through Antiresonance Assignment

Richiedei

Tamellin

Trevisani

2021

Arch Computat Methods Eng

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“…However, passive systems have drawbacks and lack of control; therefore, because of their limitations, active vibration reduction systems have been proposed. Ibrahim et al (2017) have carried out a detailed review of previous and latest research on the reduction of vibrations in building structures. Active tuned mass damper (ATMD) is a popular active device in which the control force is generated by various control algorithms (Collins et al, 2006; Palazzo and Petti, 1999).…”

Section: Introductionmentioning

confidence: 99%

Use of active synthesis in vibration reduction using an example of a four-storey building

Dymarek

Dzitkowski

Herbuś

et al. 2020

Journal of Vibration and Control

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The article presents a method of active vibration reduction of vibrating mechanical systems. This method is based on the properties of positive rational functions, which in the case of discrete dynamical systems correspond to the characteristic function describing such systems. The method formalized uses methods for decomposing positive rational functions. The advantage of this approach is taking into account the analytical form of a characteristic function of the system being tested and the vibration-reducing force, as well as the conditions that the system should meet in the event of an active vibration-reducing force. In addition, in the proposed method, the desired dynamic properties of the system and the vibration-reducing force can be defined in such a way that the determined parameters of the active force affect all forms of the natural vibrations of the examined system. Based on the formalized methodology, the force reducing the vibrations of a four-storey frame to the desired displacement amplitude was determined. The impact of the place of application of the specific active force on the reduction of vibration of the tested object was also taken into account. The vibrations of the tested structure’s model were caused by kinematic excitation with a harmonic course and an amplitude corresponding to an earthquake of a magnitude of 5 on the Richter scale. To verify the determined force reducing the vibrations of the object and to create a visualisation of the analysed phenomenon, a dynamic analysis of the building structure was carried out using PLM Siemens NX 12 software.

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“…Based on the stochastic dynamical programming principle and stochastic averaging method, the stochastic optimal coupling control of adjacent building structures is studied by Ying et al [30]. The papers reported by Housner et al [31], Datta [32], Spencer and Nagarajaiah [33], Fisco and Adeli [34][35], Korkmaz [36] and Ghaedi et al [37] provide a detailed review of earlier and recent studies on structural control as well as real applications.…”

Section: Introductionmentioning

confidence: 99%

Comparative Study of Different Active Control Systems of High Rise Buildings under Seismic Excitation

Ouni¹,

Kahla²,

Ahmed³

et al. 2019

Period. Polytech. Civil Eng.

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Large number of active vibration control systems existing in the literature has brought lot of confusion for engineers and junior researchers. This study deals with the comparison of different active control systems of a 20-storey building under seismic excitation for three control devices: Active Mass Damper (AMD), Active Bracing System (ABS) and Connected Building Control (CBC). Two different control configurations are considered to add active damping to the building. The first one employs force actuator and displacement sensor and is examined with first and second order Positive Position Feedback, Lead compensators and Direct Velocity Feedback. The second configuration employs a displacement actuator collocated with a force sensor and an Integral Force Feedback control law. A total number of 15 control cases are compared from the point of view of stability, robustness, performance and control effort.

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Invited Review: Recent developments in vibration control of building and bridge structures

Cited by 105 publications

References 111 publications

Beyond the Tuned Mass Damper: a Comparative Study of Passive Approaches to Vibration Absorption Through Antiresonance Assignment

Beyond the Tuned Mass Damper: a Comparative Study of Passive Approaches to Vibration Absorption Through Antiresonance Assignment

Use of active synthesis in vibration reduction using an example of a four-storey building

Comparative Study of Different Active Control Systems of High Rise Buildings under Seismic Excitation

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