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Application of Structural Control Systems for the Cables of Cable-Stayed Bridges: State-of-the-Art and State-of-the-Practice

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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.

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All data, models, and code generated or used during the study appear in the submitted article.

Abbreviations

CEC:

Cycle energy control

CFD:

Computational fluid dynamics

CVD:

Controlled viscous damping

D :

Diameter of the cable

DG:

Dry galloping

EHC:

Energy harvesting circuit

EIMD:

Electromagnetic inertial mass damper

EMD:

Electromagnetic device

EMDEH:

Electromagnetic damper cum energy harvester

EMSD:

Electromagnetic shunt damper

EMSD-ID:

Electromagnetic shunt damper-inerter damper device

FPB:

Friction pendulum bearing

FRP:

Fiber-reinforced polymer

HDR:

High-damping rubber

ID:

Inerter damper

IG:

Ice galloping

IMD:

Inertial mass damper

IVA:

Inerter-based vibration absorber

L:

Length of cable

LQG:

Linear–quadratic Gaussian

LQR:

Linear quadratic regulator

LRB:

Laminated rubber bearing

m :

Mass

MR:

Magneto-rheological

MSM:

Mode superposition method

NSD:

Negative stiffness damper

PSD:

Positive stiffness damper

P-VE:

Pseudo-viscoelastic

RWIV:

Rain-wind-induced vibration

S c :

Scruton number

SMA:

Shape memory alloy

TET:

Targeted-energy-transfer

TID:

Tuned inerter damper

TMD:

Tuned mass damper

TMD-MR:

Tuned mass damper-Magnetorheological

TM-HDR:

Tuned mass-high damping rubber

VID:

Viscous inerter damper

VIMD:

Viscous inertial mass damper

VIV:

Vortex-induced vibration

VSD:

Viscous-shear damper

WG:

Wake galloping

\(\zeta\) :

Damping ratio

\(\rho\) :

Density of air

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The discussion expressed in this paper are those of the authors and do not represent the above-mentioned companies.

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The authors greatly acknowledge the support of the China Postdoctoral Science Foundation (2020M682074) for this research work.

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Authors and Affiliations

  1. College of Civil Engineering, University Town, Key Lab of Fujian Province, Fuzhou University, 2 Xueyuan Road, Fuzhou, 350108, China

    Ahad Javanmardi & Fuyun Huang

  2. Center of Research and Development, PASOFAL Engineering Group, 52200, Kuala Lumpur, Malaysia

    Ahad Javanmardi & Khaled Ghaedi

  3. Civil Engineering Department, Faculty of Engineering, University of Malaya, Kuala Lumpur, Malaysia

    Khaled Ghaedi

  4. Fujian Provincial Key Laboratory on Multi-disasters Prevention and Mitigation in Civil Engineering, Fuzhou University, Fuzhou, 350108, Fujian, China

    Fuyun Huang

  5. School of Civil and Environmental Engineering (SCEE), National University of Sciences and Technology, Islamabad, H-12, Pakistan

    Muhammad Usman Hanif

  6. Institute of Building Engineering, Poznan University of Technology, Piotrowo 5, 60-965, Poznan, Poland

    Alireza Tabrizikahou

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Javanmardi, A., Ghaedi, K., Huang, F. et al. Application of Structural Control Systems for the Cables of Cable-Stayed Bridges: State-of-the-Art and State-of-the-Practice. Arch Computat Methods Eng 29, 1611–1641 (2022). https://doi.org/10.1007/s11831-021-09632-4

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