风浪联合作用下的海上单桩基础风力发电机组动力响应分析

贺广零 仲政

电力建设 ›› 2012, Vol. 33 ›› Issue (5) : 1-7.

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PDF(862 KB)
电力建设 ›› 2012, Vol. 33 ›› Issue (5) : 1-7.
重点理论研究

风浪联合作用下的海上单桩基础风力发电机组动力响应分析

  • 贺广零1,2,仲政3
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Dynamic Response Analysis of Offshore Wind Turbine Systems with Monopile Foundation under Combined Wind & Wave Loads

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摘要

基于风速与海浪随机物理模型,提出了基于物理机制的风浪耦合方法。引入较为合理的桩土相互作用机制,构建了海上风力发电机组一体化结构模型。以我国东海海域中的某海上风力发电机组为例,实现了结构在风浪联合作用下的动力响应分析。

Abstract

On the basis of the random physical models of wind and wave, a wind and wave coupling method was proposed based on its physical mechanism. Then, a more reasonable pile-soil interaction mechanism was introduced to establish an integrated offshore wind turbine system model. Taking the offshore wind turbine system in the East Sea of China as an example, its dynamic response analysis under the combined wind and wave loads was carried out.

引用本文

导出引用
贺广零 仲政. 风浪联合作用下的海上单桩基础风力发电机组动力响应分析[J]. 电力建设. 2012, 33(5): 1-7
Dynamic Response Analysis of Offshore Wind Turbine Systems with Monopile Foundation under Combined Wind & Wave Loads[J]. Electric Power Construction. 2012, 33(5): 1-7

基金

国家高技术研究发展计划(863计划)项目


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