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1)  single column pier
独柱墩
2)  single pillar and pier
独柱独墩
3)  high single column pier
高独柱墩
1.
In combination with the phenomena of transverse displacement occurred at top of high single column pier of urban elevated bridge, the paper analyzes preliminarily the cause of transverse loading at the top of high single column pier and analyzes by three-dimensional non-linear yielding curved analysis.
结合城市高架高独柱墩顶部发生横向位移这一现象,对高独柱墩顶部横向荷载产生的原因进行初步分析,并应用三维非线性屈曲分析,阐述组合荷载所引起的大变形及混凝土徐变效应与墩顶横向位移之间的关系,提出了设计、施工类似结构时应注意的事项。
4)  construction of the single-posted pier
独柱墩施工
5)  low cap pile groups with single-column pier
低承台群桩-独柱墩结构
6)  pier column
墩柱
1.
The analyses and countermeasure of presentation quality problems of bridge pier column concrete;
桥梁墩柱混凝土外观质量问题分析及对策
2.
As the reinforced concrete pier columns are often destroyed by earthquake because of the lack of ex- tensibility,glass fiber,aramid fiber and round hoop are used to reinforce the pier column.
针对钢筋混凝土墩柱因延性不足而常在地震灾害中遭到破坏的现象,分别采用玻璃纤维、芳纶纤维和环向箍筋3种不同材料对模型墩柱进行加固,通过拟静力试验,分析滞回耗能,从而研究其抗震延性,得出:3种不同材料的加固方法对墩柱抗震性能有不同程度的改善,其中芳纶纤维加固的墩柱平均耗能系数最大、抗震性能最好。
3.
Internal force combination calculation of small and medium-sized bridge structures are briefly summarized from internal force calculation of capping beam,pier column,pier foundation,bridge abutment and other aspects.
对盖梁内力、墩柱内力、桥墩桩基础内力、桥台内力等中小桥梁结构的各部分内力组合计算进行了简单的概括总结,并介绍了斜交桥墩台内力的几种计算模式,以供桥梁下部结构设计参考。
补充资料:独生独死独去独来
【独生独死独去独来】
 (术语)谓死生之际,唯为自己一身也。无量寿经下曰:“人在世间爱欲之中,独生独死,独去独来,当行至趣苦乐之地。”
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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