Research on the Mechanical Performance and Force Transmission Mechanism of the Hybrid Tower Joint Section in Cable-stayed Bridges Under Eccentric Loading

Research on the Mechanical Performance and Force Transmission Mechanism of the Hybrid Tower Joint Section in Cable-stayed Bridges Under Eccentric Loading

This study considers the joint segment of the hybrid tower of Qiyun Bridge in Fu'an City as the research object to explore the mechanical characteristics of the hybrid tower joint segment of a cable-stayed bridge under eccentric load. It clarifies the mechanical performance and force transmissi...

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Bibliographic Details
Main Authors: SUN Ying, ZHENG Jialong, ZHUO Weidong, LIN Daojin, SU Shaoling
Format: Article
Language:English
Published: Editorial Department of Journal of Sichuan University (Engineering Science Edition) 2025-05-01
Series:工程科学与技术
Subjects:
hybrid tower of cable-stayed bridge
joint segment
force performance
load transfer mechanism
model test
FE analysis
Online Access:http://jsuese.scu.edu.cn/thesisDetails#10.12454/j.jsuese.202300599
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http://jsuese.scu.edu.cn/thesisDetails#10.12454/j.jsuese.202300599

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