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author:

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

Indexed by:

EI SCIE

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.

Keyword:

Community:

  • [ 1 ] [Javanmardi, Ahad]Fuzhou Univ, Univ Town, Key Lab Fujian Prov, Coll Civil Engn, 2 Xueyuan Rd, Fuzhou 350108, Peoples R China
  • [ 2 ] [Huang, Fuyun]Fuzhou Univ, Univ Town, Key Lab Fujian Prov, Coll Civil Engn, 2 Xueyuan Rd, Fuzhou 350108, Peoples R China
  • [ 3 ] [Javanmardi, Ahad]PASOFAL Engn Grp, Ctr Res & Dev, Kuala Lumpur 52200, Malaysia
  • [ 4 ] [Ghaedi, Khaled]PASOFAL Engn Grp, Ctr Res & Dev, Kuala Lumpur 52200, Malaysia
  • [ 5 ] [Ghaedi, Khaled]Univ Malaya, Fac Engn, Civil Engn Dept, Kuala Lumpur 52200, Malaysia
  • [ 6 ] [Huang, Fuyun]Fuzhou Univ, Mitigat Civil Engn, Fujian Prov Key Lab Multidisasters Prevent & Miti, Fuzhou 350108, Fujian, Peoples R China
  • [ 7 ] [Hanif, Muhammad Usman]Natl Univ Sci & Technol, Sch Civil & Environm Engn SCEE, H-12, Islamabad, Pakistan
  • [ 8 ] [Tabrizikahou, Alireza]Poznan Univ Tech, Inst Bldg Engn, Piotrowo 5, PL-60965 Poznan, Poland

Reprint 's Address:

  • 黄福云

    [Huang, Fuyun]Fuzhou Univ, Univ Town, Key Lab Fujian Prov, Coll Civil Engn, 2 Xueyuan Rd, Fuzhou 350108, Peoples R China;;[Huang, Fuyun]Fuzhou Univ, Mitigat Civil Engn, Fujian Prov Key Lab Multidisasters Prevent & Miti, Fuzhou 350108, Fujian, Peoples R China

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Source :

ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING

ISSN: 1134-3060

Year: 2021

Issue: 3

Volume: 29

Page: 1611-1641

8 . 1 7 1

JCR@2021

9 . 7 0 0

JCR@2023

ESI Discipline: ENGINEERING;

ESI HC Threshold:105

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count: 35

SCOPUS Cited Count: 39

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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