| 柔性高桩承台与桩基的有限元分析 |
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| 引用本文： | 刘尔烈,别社安.柔性高桩承台与桩基的有限元分析[J].天津大学学报(自然科学与工程技术版),1996,29(3):320-335. |
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| 作者姓名： | 刘尔烈 别社安 |
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| 作者单位： | 天津大学管理学院 |
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| 摘 要： | 提出柔性高桩承台与桩基计算的一种有限单元法，其计算模型不仅将承台和桩基作为刚性联结的整体结构来分析，且考虑桩土间相互作用，可用于任意动、静荷载作用下结构的位移与内力计算．
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| 关 键 词： | 柔性承台 桩基 有限元 承台 高桩承台 |
ANALYSIS OF FLEXIBLE HIGH-LEVEL DECK AND PILES |
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| Liu Erlie, Bie She'' an, Wang Kerang.ANALYSIS OF FLEXIBLE HIGH-LEVEL DECK AND PILES[J].Journal of Tianjin University(Science and Technology),1996,29(3):320-335. |
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| Authors: | Liu Erlie Bie She' an Wang Kerang |
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| Abstract: | his paper describes the computation of a flexible high-level deck and piles by the finite element method. The computation pattern given in this paper not only analyzes the rigid connection of the deck and piles, but also considers the internal mutual actions between piles and ground. This gives more accuracy to the computation of the structural displacement and internal stresses under random dynamic or static loadings. This pattern is very useful in practical engineering. |
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| Keywords: | flexible deck piles finite element method |
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