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Dynamic performance evaluation of wind turbines on coastal soft-soil sites subjected to oblique-incident seismic waves
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DOI：10.1016/j.soildyn.2026.110468.png)
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Abstract
En 中文
• A hybrid semi-analytical and numerical framework evaluates coastal WTs under oblique seismic waves. • Long-period motions govern structural horizontal demands due to site period-elongation resonance. • Peak structural responses exhibit non-monotonic angular dependence, often exceeding vertical incidence. • Weak interlayers act as vibration isolators at mid-depth but amplify structural responses at boundaries.
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