| 系梁对桩柱式桥墩稳定性影响的研究 |
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| 引用本文： | 赵利强.系梁对桩柱式桥墩稳定性影响的研究[J].山西交通科技,2014(5):57-59. |
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| 作者姓名： | 赵利强 |
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| 作者单位： | 山西省交通科学研究院,山西太原030006 |
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| 摘 要： | 对桩基受力进行了简要的力学分析,以工程常用的桩柱数据建立了有限元模型,分析了地系梁设置对屈曲解的贡献,同时分析了柱间系梁不同位置的设置对屈曲解的影响,为今后桩柱式墩设计关于系梁的设置提供了依据和指导。
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| 关 键 词： | 有限元 桩柱式墩 稳定性 系梁设置 |
The Study on the Influence of Tied-beam on the Stability of Pile-column Pier |
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| ZHAO Li-qiang.The Study on the Influence of Tied-beam on the Stability of Pile-column Pier[J].Shanxi Science & Technology of Communications,2014(5):57-59. |
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| Authors: | ZHAO Li-qiang |
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| Institution: | ZHAO Li-qiang (Shanxi Transportation Research Institute, Taiyuan, Shanxi 030006, China) |
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| Abstract: | This paper had a brief mechanical analysis of the pile foundation. Using the common pile-column data in the engineering, it established the finite element model and analyzed the contribution of tied-beam setting on the buckling solutions. At the same time, it also analyzed the influence of different tied-beam locations setting between columns on the buckling solutions, which provided the basis and guidance for tied-beam setting of the pile-column pier design in the future. |
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| Keywords: | finite element pile-column pier stability tied-beam setting |
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