| “宝瓶”式桥墩受力特性及钢筋合理性布置的探讨 |
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| 引用本文： | 陈鸿炽. “宝瓶”式桥墩受力特性及钢筋合理性布置的探讨[J]. 福建建设科技, 2005, 0(2): 41-42 |
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| 作者姓名： | 陈鸿炽 |
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| 作者单位： | 福州市市政工程质量监督站,350001 |
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| 摘 要： | 本文结合空间有限元计算程序MIDAS的计算结果,对某大桥的“宝瓶”式桥墩受力特征进行分析,经计算比较,得出在结构上和钢筋布置上需要对原设计进行优化的结论,从而指导我们的设计。
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| 关 键 词： | “宝瓶”式桥墩 应力 钢筋布置 |
the Discussion about the Characters of the "Aquarius" Type Pier under theOuter Force and the Reasonable Distribution of the Reinforcing Steel Bar |
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| Chen hong-chi. the Discussion about the Characters of the "Aquarius" Type Pier under theOuter Force and the Reasonable Distribution of the Reinforcing Steel Bar[J]. Fujian Construction Science & Technology, 2005, 0(2): 41-42 |
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| Authors: | Chen hong-chi |
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| Affiliation: | Chen hong-chi |
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| Abstract: | Combined with the results calculated by the finite program MIDAS, the characters of the "Aquarius" type pier of some great bridge under the outer force are analyzed in this paper.After calculating and comparing,the conclusions are gained which the structure and the distribution of the reinforcing steel bar should be optimized on the base of the primary design.It guides our design. |
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| Keywords: | the " Aquarius" type pier, stress, and distribution of the reinforcing steel bar |
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