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A dual response surface-based efficient fragility analysis approach of offshore structures under random wave load - MaRDI portal

A dual response surface-based efficient fragility analysis approach of offshore structures under random wave load (Q2247402)

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A dual response surface-based efficient fragility analysis approach of offshore structures under random wave load
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    A dual response surface-based efficient fragility analysis approach of offshore structures under random wave load (English)
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    17 November 2021
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    offshore structure
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    fragility analysis
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    random wave load
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    dual response surface method
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    moving least-squares method
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    Monte Carlo simulation
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