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首页> 美国政府科技报告 >Development of Offshore Structural Analysis Programme (OSAP). Part 2: Wave-Structure and Soil-Structure Interaction of Offshore Structures Using OSAP
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Development of Offshore Structural Analysis Programme (OSAP). Part 2: Wave-Structure and Soil-Structure Interaction of Offshore Structures Using OSAP

机译：开发海上结构分析计划（Osap）。第2部分：使用Osap的海洋结构的波浪结构和土 - 结构相互作用

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In this report, the work done on wave force estimation using deterministic wave profiles and Morison-O'Brien's equation and soil-structure interaction of vertical and inclined piles using modified Mindlin's equations of Penzien and p-y curves, is presented. Wave profiles considered in this study are Stokes' third order waves, Stokes' fifth order waves and cnoidal waves. Wave forces are calculated for any direction of wave heading in a three-dimensional tower with a general directional orientation of members. Soil-structure interaction of vertical or inclined piles are considered for sandy, stiff clay or soft clay soil strata.

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