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author:

Javanmardi, Ahad (Javanmardi, Ahad.) [1] | Ghaedi, Khaled (Ghaedi, Khaled.) [2] | Huang, Fuyun (Huang, Fuyun.) [3] | Hanif, Muhammad Usman (Hanif, Muhammad Usman.) [4] | Tabrizikahou, Alireza (Tabrizikahou, Alireza.) [5]

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EI

Abstract:

Stay cables are one of the key elements of cable-stayed bridges and are characterized by lightweight, low inherent damping, and high flexibility. They are continuously subjected to small-to large-amplitude vibrations due to various types of dynamic loads that may, in the long term, cause fatigue and fracture problems for the cable system, and may eventually compromise the safety of cable-stayed bridges. Thus, several countermeasures including surface profiling, cross-ties, and structural vibrational control systems have been used to improve the dynamic performance of stay cables. This article presents a comprehensive state-of-the-art and state-of-the-practice review of structural vibration control systems specifically designed and used for the cables in cable-stayed bridges. Generally, the stay cable dampers are classified as internal and external dampers. Consequently, important aspects of each control strategy are highlighted and various types of devices and their designs are discussed to find the best control solution for suppressing the cable vibrations. © 2021, CIMNE, Barcelona, Spain.

Keyword:

Bridge cables Cable stayed bridges Control systems Dynamic loads Structural dynamics Vibration control

Community:

  • [ 1 ] [Javanmardi, Ahad]College of Civil Engineering, University Town, Key Lab of Fujian Province, Fuzhou University, 2 Xueyuan Road, Fuzhou; 350108, China
  • [ 2 ] [Javanmardi, Ahad]Center of Research and Development, PASOFAL Engineering Group, Kuala Lumpur; 52200, Malaysia
  • [ 3 ] [Ghaedi, Khaled]Center of Research and Development, PASOFAL Engineering Group, Kuala Lumpur; 52200, Malaysia
  • [ 4 ] [Ghaedi, Khaled]Civil Engineering Department, Faculty of Engineering, University of Malaya, Kuala Lumpur, Malaysia
  • [ 5 ] [Huang, Fuyun]College of Civil Engineering, University Town, Key Lab of Fujian Province, Fuzhou University, 2 Xueyuan Road, Fuzhou; 350108, China
  • [ 6 ] [Huang, Fuyun]Fujian Provincial Key Laboratory on Multi-disasters Prevention and Mitigation in Civil Engineering, Fuzhou University, Fujian, Fuzhou; 350108, China
  • [ 7 ] [Hanif, Muhammad Usman]School of Civil and Environmental Engineering (SCEE), National University of Sciences and Technology, Islamabad; H-12, Pakistan
  • [ 8 ] [Tabrizikahou, Alireza]Institute of Building Engineering, Poznan University of Technology, Piotrowo 5, Poznan; 60-965, Poland

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Source :

Archives of Computational Methods in Engineering

ISSN: 1134-3060

Year: 2022

Issue: 3

Volume: 29

Page: 1611-1641

9 . 7

JCR@2022

9 . 7 0 0

JCR@2023

ESI HC Threshold:66

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 17

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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