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Design and performance evaluation of tie-down cables for mitigating seismic uplift in cable-stayed bridges | Synapse
March 3, 2026
Design and performance evaluation of tie-down cables for mitigating seismic uplift in cable-stayed bridges
YL
Yufeng Li
DY
De'en Yu
JY
Jiang Yi
Southern University of Science and Technology
Key Points
Mitigating seismic uplift effectively enhances the stability of cable-stayed bridges.
Performance evaluations demonstrate that tie-down cables can reduce uplift forces by up to 30% during seismic events.
Design optimizations include alterations to the cable configuration for improved performance.
The findings may guide future engineering practices to enhance bridge safety during earthquakes.
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Li et al. (Thu,) studied this question.
synapsesocial.com/papers/69a76738badf0bb9e87e0101
https://doi.org/https://doi.org/10.1016/j.soildyn.2026.110156
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