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

Archives of Computational Methods in Engineering - Tập 29 - Trang 1611-1641 - 2021
Ahad Javanmardi1,2, Khaled Ghaedi2,3, Fuyun Huang1,4, Muhammad Usman Hanif5, Alireza Tabrizikahou6
1College of Civil Engineering, University Town, Key Lab of Fujian Province, Fuzhou University, Fuzhou, China
2Center of Research and Development, PASOFAL Engineering Group, Kuala Lumpur, Malaysia
3Civil Engineering Department, Faculty of Engineering, University of Malaya, Kuala Lumpur, Malaysia
4Fujian Provincial Key Laboratory on Multi-disasters Prevention and Mitigation in Civil Engineering, Fuzhou University, Fuzhou, China
5School of Civil and Environmental Engineering (SCEE), National University of Sciences and Technology, Islamabad, Pakistan
6Institute of Building Engineering, Poznan University of Technology, Poznan, Poland

Tóm tắt

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.

Tài liệu tham khảo

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