In this paper, the bridge's pier column of double columns bored pile makes internal force calculation.
本文针对某桩柱式桥梁，对其墩柱进行内力计算。
In this paper, the bridge 's pier column and pile foundation perform reinforcement design and checking.
本文针对某桩柱式桥梁，对其墩柱和桩基进行配筋设计和强度验算。
Column pier is made up of pile cap, pier body and cap beam, pier column is an important part of the pier.
柱式桥墩由承台、柱式墩身和盖梁组成，墩柱是桥墩的重要组成部分。
Column pier comprised pile cap, pier body and cap beam, pier column and pile found is as an important part of the bridge.
柱式桥墩由承台、柱式墩身和盖梁组成，墩柱和桩基是桥梁的重要组成部分。
The results of pseudo-static experiment reveal that the passively split pier has better ductility and energy dissipation capacity than those of the common ductile pier column.
拟静力试验表明：与普通延性墩柱相比，被动分肢墩具有更好的延性和耗能能力。
The analysis of a double column pier has proved that this damage assessment model can give a simple, reasonable and consistent damage indicator for structures.
通过一座双柱式桥墩的计算分析表明，采用这种方法可以简单、合理、可靠地得出结构的损伤值。
The widened section, usually concrete, at the base or bottom of a foundation wall, pier or column.
被加宽的部分，通常是混凝土，在基础墙壁，柱桩或支撑柱体的基础或底部。
The analysis on integral dynamic behavior of structure of station built on T-type single column pier should be carried out.
型独柱墩高架车站应进行结构整体动力特性分析。
Because of frequent activities in ancient volcanic mountain area, presents unique peak, column, pier, the hole, wall etc odd rocks is basically a modelling step, geomorphic museum.
由于处在古火山频繁活动的地带，山体呈现出独具特色的峰、柱、墩、洞、壁等奇岩怪石，称得上是一个造型地貌博物馆。
The ductile earthquake performance of one-column bridge piers, which are used frequently at the railway bridge, is studied by pseudo-static test for 24 large-scale pier models.
针对铁路桥梁中使用量最大、应用最广泛的单柱式桥墩，通过24根大比例的桥墩模型的伪静力试验，研究了其延性抗震性能。
V-pier, seldom used in bridge construction, is very hard to be constructed because of its structure and placement of reinforcement different from the column pier.
型桥墩比较少见，其结构与布筋不同于柱式桥墩，施工难度大。
The capacity of earthquake-resistance of long pier I shaped column can be enhanced through appropriate distributing.
长肢一字形截面柱在合理配筋的条件下可提高抗震性能。
The dynamic characteristics and seismic responses of assembly double column pier are investigated in details in this study.
在弹塑性地震反应分析的基础上，对拼装式双柱桥墩接头在常遇小震及罕遇大震时的抗震能力进行了评估。
The dynamic characteristics and seismic responses of assembly double column pier are investigated in details in this study.
在弹塑性地震反应分析的基础上，对拼装式双柱桥墩接头在常遇小震及罕遇大震时的抗震能力进行了评估。
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