Landslide-induced tsunami waves pose significant risks to vessels navigating or anchored in affected water bodies. To address this issue, a validated smoothed particle hydrodynamics (SPH) framework coupled with Delta-SPH method and Shifting Algorithm was assessed and then employed to investigate the impact of such waves on vessels, considering key influential factors such as landslide thickness, length, initial position, initial water depth, vessel width, and slope-to-vessel distance. The results indicate that the heave and sway motions of the vessel are primarily influenced by the initial wave, while the roll motion is mainly affected by the secondary waves. Among the parameters examined, the landslide thickness, slope-to-vessel distance, and initial water depth have the most significant effects on the maximum heave, sway, and roll values, with relative differences of 125.5%, 177.4%, and 223.0%, respectively. Variations in initial water depth led to different landslide motion patterns: the riverbed movement pattern and the chute movement pattern, which predominantly govern the generation process of secondary waves. Additionally, prediction equations for the maximum heave, sway, and roll motions of were proposed to quantitatively assess the impacts of various initial factors on vessel motion characteristics. The prediction equations reveal that the heave motion is predominantly affected by the landslide volume, the sway motion is predominantly affected by the slope-to-vessel distance, and the roll motion is primarily governed by the landslide length and initial water depth. The research provides insight into the dynamic responses of vessels under landslide-induced tsunami waves, offering valuable guidance for disaster prevention and mitigation efforts.
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