新型海上可整体浮运安装测风塔在位受力分析

In-place Force Analysis of a New Type of Overall Self-floating Offshore Anemometer Tower

针对一种可自浮拖航整体安装的新型测海上风电测风塔结构,从型式特点与工作运行阶段的结构承载能力和荷载传递特点等方面进行了研究。利用数值模拟主要分析了结构在50年一遇环境荷载作用下的受力特点以及土体本构参数对结构承载能力的影响效果。

Based on an innovative self-floating anemometer tower,the aspects of the type characteristics and the structural bearing capacity and load transfer characteristics of the working operation stage are analyzed.The numerical simulation is used to analyze the effect of the structure under the loading condition with fifty-year return period and the influence of soil constitutive parameters on the bearing capacity of the structure.