| 双排桩等代刚度法的有限元分析 |
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| 引用本文： | 肖昭然,王磊,王军.双排桩等代刚度法的有限元分析[J].河南工业大学学报(自然科学版),2007,28(2):82-84. |
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| 作者姓名： | 肖昭然 王磊 王军 |
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| 作者单位： | 1. 河南工业大学,土木建筑学院,河南,郑州,450052
2. 河南工业大学,土木建筑学院,河南,郑州,450052;同济大学,地下系,上海,200092 |
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| 摘 要： | 基于有限元ANSYS程序,利用等代刚度的方法,将双排桩体等效为单排桩体,从而为双排桩支护结构的桩顶水平位移提供一种比较简单的预测方法,为施工设计提供必要的参考.
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| 关 键 词： | 有限元 双排桩 等代刚度 水平位移 |
| 文章编号： | 1673-2383(2007)02-0082-03 |
| 修稿时间： | 2006年10月19 |
THE ANALYSIS OF EQUIVALENT STIFFNESS METHOD FOR DOUBLE-ROW PILES |
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| XIAO Zhao-ran,Wang Lei,WANG Jun.THE ANALYSIS OF EQUIVALENT STIFFNESS METHOD FOR DOUBLE-ROW PILES[J].Journal of Henan University of Technology Natural Science Edition,2007,28(2):82-84. |
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| Authors: | XIAO Zhao-ran Wang Lei WANG Jun |
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| Abstract: | A 2D-finite element program-ANSYS is developed for analysis of behavior of retaining structure of the double-row piles in this paper.Based on the method of equivalent stiffness,two-double piles are considered as one-row piles,then the displacement of the tip of the piles can be forecasted by this method,some necessary suggestions for construction and design are pointed out. |
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| Keywords: | FEM double-row piles equivalent stiffness the lateral displacement |
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