Summary of Research Status on Seismic Performance of Multi-tower Cable-stayed Bridge

As one of the important forms of modern bridge structure, the research on the seismic performance of multi-tower cable-stayed bridge is of great significance to the safety and durability of bridge engineering. In this paper, the research status of seismic performance of multi-tower cable-stayed bridges is reviewed from three aspects: experimental research, numerical analysis and theoretical research. The methods of improving seismic performance through structural optimization and the technical means of improving seismic performance through constraint system are discussed. The purpose of this paper is to summarize the existing research results, identify the existing problems, and propose that future research should focus on the application of new damping equipment and the discussion of hybrid control system, so as to provide reference for the seismic design of multi-tower cable-stayed bridge.

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Publication Details

Journal
Advances in Research
Published
2024-12-10
DOI
https://doi.org/10.9734/air/2024/v25i61204
Primary Topic
Structural Engineering and Vibration Analysis
Type
article
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article

Summary of Research Status on Seismic Performance of Multi-tower Cable-stayed Bridge

Yang Liu
Advances in Research
Structural Engineering and Vibration Analysis
article

Summary of Research Status on Seismic Performance of Multi-tower Cable-stayed Bridge

Yang Liu
article en

Abstract

As one of the important forms of modern bridge structure, the research on the seismic performance of multi-tower cable-stayed bridge is of great significance to the safety and durability of bridge engineering. In this paper, the research status of seismic performance of multi-tower cable-stayed bridges is reviewed from three aspects: experimental research, numerical analysis and theoretical research. The methods of improving seismic performance through structural optimization and the technical means of improving seismic performance through constraint system are discussed. The purpose of this paper is to summarize the existing research results, identify the existing problems, and propose that future research should focus on the application of new damping equipment and the discussion of hybrid control system, so as to provide reference for the seismic design of multi-tower cable-stayed bridge.

Advances in ResearchVol. 25(6)
North China University of Water Resources and Electric Power (CN), Zhengzhou University (CN)
Sustainable cities and communities
Openalex Percentile: Top 74%
Structural Engineering and Vibration Analysis
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