bridge pier中文,bridge pier的意思,bridge pier翻译及用法

2025-10-31 02:12 浏览次数 11

bridge pier

英[bridʒ piə]美[brɪdʒ pɪr]

[交] 桥墩

bridge pier 片语

片语

reinforced concrete bridge pier钢筋混凝土桥墩

the high bridge pier高桥墩

vehicle-bridge-pier system

high bridge pier高墩桥梁

bridge hollow pier空心桥墩

bridge main pier大桥主墩

bridge e pier桥墩

bridge pier 例句

英汉例句

  • using energy method, the geometric non-linear of higher bridge pier is analyzed.

    考虑地基弹性变形影响,用能量法对高桥墩进行几何非线性分析。

  • local scour on bridge pier caused by the sand movement is based on turbulence, understanding the turbulence characteristics in-depth can better raise awareness of local scour on bridge piers.

    引起桥墩局部沖刷的泥沙运动是以水流脉动为基础的,只有深入地了解水流的脉动特性,才能更好地提高对桥墩局部沖刷的认识。

  • it is proved practical by testing calculation of support load and thrust calculation of bridge pier affected by horizontal force in bare ar ch. and it's proved not only practi…

    通过对支架荷载验算及裸拱时水平力对桥墩的推力计算证明支架施工方案是可行的。

  • the bearing capacity of the bridge pier and abutment may be calculated by these formulas, and the formulas may be used to revise the design standards concerned with the bridge substructures.

    本文对国内外有关规范作了分析并与实验资料对比,提出了适用于计算混凝土和石砌体受压构件的极限承载力的公式,桥梁墩台的承载力可按此式计算。

  • the aseismic behaviour and the hysteretic properties of the assembled double-column bridge pier were studied by a model test.

    通过模型试验研究了拼装式双柱桥墩帽梁一柱的插入式接头及新设计的预应力接头的抗震承载能力、滞回特性。

  • for example, in the deep and rapid river flow, or ooze, it may make it difficult to build sufficient depth of bridge pier foundation rock.

    举个例子,在深而流速急的河流或软泥中,可能很难建桥墩使它 有足够深度达到基巖层。

  • based on the examples, the article introduces a convenient design method for bridge pier and abutment that is eccentric along span, which will provide reference for the design of similar structures.

    文章结合实例,介绍一种简便的在顺桥方向存在偏心的墩台设计方法,对同类结构设计具有借鑒作用。

  • abstr: the software of ls-dyna was adopted to conduct the numerical simulation for the dynamic response and damage mode of a dual-column bridge pier under the impact of rolling stones.

    文章摘要:运用ls-dyna软件开展了滚石撞击下双柱式桥墩动力响应和损伤形式的仿真分析。

  • the study on the dynamic load applied to the bridge pier and its response during the process of ship-bridge collision is a complicated dynamic nonlinear problem.

    首先阐述了船桥碰撞常用的研究方法,同时简要介绍了数值模拟方法的基本原理。

  • analysis and inquiry of the common problems in bridge pier sliding form construction , and also speak of how to handle it.

    对桥梁墩台滑模施工中一些常见问题产生的原因进行分析探讨,并提出了解决的措施和途径。

  • a semi-analytical and semi-numerical approach for earthquake induced hydrodynamic force on elastic rectangular hollow bridge pier was developed.

    针对地震下弹性矩形空心桥墩上的动水力,提出了一个近似半解析半数值方法。

  • usually need to survey deformation of bridge pier in construction process.

    在桥梁施工过程中经常需要对桥梁墩台进行沉降观测。

  • it is important to evaluate the security of bridge pier that was crashed by the truck.

    如何评估汽车撞击对桥梁产生的安全影响是一个非常重要的问题。

  • the deformation effect of foundation is considered, and the stability of continuous rigid bridge pier is analyzed by means of energy method.

    考虑地基弹性变形影响,用能量法对桥墩的稳定性作了详细的分析。

  • bridge concrete cracks on the types and causes of railway policy of the provisional construction of high bridge pier cracks in the control and preventive measures were analyzed and summarized.

    阐述桥梁混凝土裂缝种类和成因,对临策铁路高墩桥施工中的裂缝控制和预防措施进行分析和总结。

  • all elements in the regression analysis that affect the calculation of earthquake forces against a bridge pier are discussed.

    在「回归法」计算中,分析了恒载及活载、桥墩、基础和基础土对墩底地震力影响,并进行了修正。

  • through having measured the temperature of bridge pier mass concrete, instant internal concrete temperature field and the rule of temperature development was obtained.

    本文通过对桥栋大体积混凝土的温度测试,获得混凝土内部瞬时的温度场和温度发展规律。

  • the practice proves that to arrange bridge pier in the direction along flow is one of effect way for solving water stop problem of multi line skew bridge abutment pier.

    实践证明顺水流方向布置桥墩是解决多线斜交桥墩台阻水问题的有效途径之一。

  • the gravity bridge pier built on weak ground base may be lifted off the base during strong earthquake event.

    软弱地基上的重力式桥墩,在强烈地震作用下,有可能会发生桥墩基础提离现象。

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