| 风电机组塔架桩基础的基桩竖向力计算方法 |
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| 引用本文： | 梁瑞庆,王浩,王炽欣.风电机组塔架桩基础的基桩竖向力计算方法[J].电力建设,2010,31(6):80-83. |
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| 作者姓名： | 梁瑞庆 王浩 王炽欣 |
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| 作者单位： | （广东天联集团有限公司咨询设计部，广州市，510600） |
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| 摘 要： | 风电机组塔架桩基础的基桩竖向力常用的计算方法有
规范公式法和有限元法，利用规范公式和有限元程序ANSYS
分别计算了2 种布置类型桩基础在不同承台刚度情况下的基
桩竖向力，并对其结果进行比较，得出承台刚度对基桩竖向力
计算结果的影响。
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| 关 键 词： | 风电机组塔架 桩基础 基桩竖向力 有限元 承台刚 /> 度 规范公式 |
Vertical Force Calculation of Pile Foundations for Towers of Wind-turbine Generator-units |
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| LIANG Rui-qing,WANG Hao,WANG Chi-xin.Vertical Force Calculation of Pile Foundations for Towers of Wind-turbine Generator-units[J].Electric Power Construction,2010,31(6):80-83. |
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| Authors: | LIANG Rui-qing WANG Hao WANG Chi-xin |
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| Affiliation: | (Guangdong Tianlian Engineering Co.Ltd.,Guangzhou 510600,China) |
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| Abstract: | The paper calculated the vertical forces of the pile foundations of wind turbine towers with two types of arrangement and different bearing platform stiffness by use of the code-recommended formula and the ANSYS software.The results with the two methods are compared,which show that the stiffness of bearing platform has some influences on the calculated results of vertical force of foundation piles. |
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| Keywords: | towers of wind-turbine generator-tower pile foundations veritical force finite element bearing platform stiffness code-recommended formula |
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