1) High pier
高墩
1.
The construction control technique of high pier slide form;
高墩滑动模板施工控制技术
2.
The application of non-bracket turnover form method in high pier construction;
无支架翻模法在高墩施工中的应用
3.
Discussion on the cross section types of high piers of bridge and stability calculation;
桥梁高墩截面形式探讨及其稳定性计算
2) high-pier
高墩
1.
Construction technology of double thin-wall hollow high-piers of Yunihe super large bridge;
淤泥河特大桥双薄壁空心高墩施工技术
2.
Umbalanced folding technic in high-pier-long-span and series curve rigid-framework bridge;
高墩大跨径曲线连续刚构桥不平衡合拢施工技术
3.
Analysis of the High-pier Long-span Continual Rigid Frame Bridge under the Temperature Load;
高墩大跨连续刚构桥温度效应研究
3) high-rise pier
高墩
1.
With the construction of 76 m high-rise pier of Dongyu extra-long bridge of Zhang-Shi expressway,a simple construction technique of turnover formwork is introduced,the design of formwork and the key construction technique are expounded.
通过张石高速公路东峪特大桥76m高墩的施工,介绍一种简单易行的翻模施工工艺,并阐述模板的设计及翻模施工关键技术措施。
2.
The Keqikesubutai Bridge is a long span railway bridge with high-rise piers located in the strong wind pressure and active seismic region,and is also a key construction project and the highest bridge on the Jinghe-Ining-Horgus Railway.
克其克苏布台特大桥是一座位于高风压、高地震区的高墩大跨铁路桥梁,是精伊霍铁路的重点工程之一,为全线最高桥。
3.
In resent years,bridges with high-rise piers have been built more and more in the west of China where strong earthquake events are active,and most of these bridges are generally designed as simply-supported girder bridges,continuous girder bridges and rigid-framed bridges.
近年来,高墩桥梁越来越多地在西部强震地区被采用,并且多采用简支梁桥、连续梁桥和刚构桥。
4) high piers
高墩
1.
The review on the stability of the present research of long-span rigid frame bridge with high piers;
大跨连续刚构桥高墩稳定问题研究现状
2.
Stability Analysis of Prestressed Concrete Continuous Rigid Frame Bridges with High Piers and Large Span;
高墩大跨预应力砼连续刚构桥施工稳定性分析
3.
The analysis of stability influence factor that long-span rigid frame bridge with high piers
大跨连续刚构桥高墩稳定性影响因素分析
5) Tall pier
高墩
1.
The three-dimensional finite element model of a continuous rigid frame bridge with long span and tall pier is established and the stability coefficient of safety and modes are calculated through the application of the finite element analysis software.
利用大型通用有限元程序建立了某高墩大跨连续刚构桥的空间有限元模型,计算了桥梁结构的稳定安全系数,对桥梁的失稳特征进行了分析,计算表明该桥具有足够的稳定安全性,分析结果为同类桥型的设计提供了参考依据。
2.
It is shown that the tall pier remarkably differs from the lower pier in seismic demands when the higher v.
计算结果表明,高阶振型对桥梁高墩地震响应贡献较大,其塑性转角、墩顶位移等地震需求的变化规律与中、低墩明显不同。
3.
In this paper,the applicable calculational methods of displacement ductility capacity are summarized,and varied parametric models of tall pier are analyzed with Pushover analysis method and formula method.
本文总结了现行位移延性能力计算方法,对不同参数桥梁高墩计算模型采用Pushover法进行分析并与公式法比较,讨论了两种方法在计算桥梁高墩位移延性能力时的适用性,并指出位移延性能力计算偏差对抗震设计有较大的影响。
补充资料：高墩
1.鼓形的石墩，坐具。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条