Investigation of Internal Forces on a Suspension Submerged Floating Tunnel under Irregular Waves

This study investigates the dynamic behavior of a suspension-type submerged floating tunnel (SFT) under irregular waves using OrcaFlex simulation. Key design parameters(main cable arch height, arrangement angle, submergence depth, and unit weight) were analyzed.</br>The results demonstrate that an arch height of 80 m is optimal for stability, whereas an excessive height (150 m) significantly increases displacement and internal forces. Increasing the arrangement angle to 30° effectively mitigates sway motion, and deep submergence (100 m) drastically reduces wave-induced acceleration. While heavier cables suppress vibration, they induce higher static loads, indicating a trade-off relationship. Consequently, this study proposes an optimized configuration (80 m arch height, 30° angle, and deep submergence) to ensure structural safety and serviceability in deep-sea environments.

Authors

Publication Details

Journal
Korea Society of Coastal Disaster Prevention
Published
2025-12-31
DOI
https://doi.org/10.20481/kscdp.2025.12.4.261
Primary Topic
Wave and Wind Energy Systems
Type
article
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article

Investigation of Internal Forces on a Suspension Submerged Floating Tunnel under Irregular Waves

Sang-Joon Song, Deokhee Won, Jihye Seo, Beom-Jin Hong
Korea Society of Coastal Disaster Prevention
Wave and Wind Energy Systems
article

Investigation of Internal Forces on a Suspension Submerged Floating Tunnel under Irregular Waves

Sang-Joon Song, Deokhee Won, Jihye Seo, Beom-Jin Hong
article en

Abstract

This study investigates the dynamic behavior of a suspension-type submerged floating tunnel (SFT) under irregular waves using OrcaFlex simulation. Key design parameters(main cable arch height, arrangement angle, submergence depth, and unit weight) were analyzed.</br>The results demonstrate that an arch height of 80 m is optimal for stability, whereas an excessive height (150 m) significantly increases displacement and internal forces. Increasing the arrangement angle to 30° effectively mitigates sway motion, and deep submergence (100 m) drastically reduces wave-induced acceleration. While heavier cables suppress vibration, they induce higher static loads, indicating a trade-off relationship. Consequently, this study proposes an optimized configuration (80 m arch height, 30° angle, and deep submergence) to ensure structural safety and serviceability in deep-sea environments.

Korea Society of Coastal Disaster PreventionVol. 12(4)
Life below water
Openalex Percentile: Top 34%
Wave and Wind Energy Systems
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