高桥墩+high+pier英语短句+例句大全 想要学习高桥墩和high pier相关的英语短句和例句吗？本文章将会为你提供丰富的例句和短句，帮助你更好地理解和运用这些词汇。 无论是学习英语的新手还是有一定基础的学习者，都可以从这些例句中受益。通过这些例句和短句，你可以拓展词汇量，提高英语表达能力，同时也更好地了解高桥墩和high pier的含义和用法。希望本文能够为你的学习提供帮助，让你更加游刃有余地运用这些词汇。
高桥墩,high pier
1)high pier高桥墩
1.Dynamic buckling ofhigh pier with two ends simply supported under impulse loads冲击荷载下两端简支高桥墩的动力屈曲
2.Formed scaffolds are lifted continually step by step to pour concrete resulting in makinghigh pier formed.滑模工艺采用埋入钢管作为爬杆支承,液压千斤顶产生外力克服滑升时的摩擦力、模架自重和施工荷载,将成型模架体分阶段连续提升,达到混凝土连续浇注,直至高桥墩混凝土墩身成型。
英文短句/例句
1.ANALYSIS OF THE ULTIMATE LOAD CAPACITY OF CONCRETE-FILLED STEEL TUBULAR BRIDGE PIER钢管混凝土高桥墩的极限承载力分析
2.Box Girder and Thin Walled Pier Spatial Analyse of the Long Span Cured Bridge with High Pier;高墩大跨径弯桥箱梁薄壁墩空间分析
3.Research and Development of the Field Monitoring System for the Displacement of the Top of Pier for the High-pier Bridge;高墩桥墩顶位移现场监测系统的研发
4.Analysis of Stability of Long-span Continuous Rigid Frame Bridge高墩大跨径连续刚构桥墩身稳定分析
5.The Research on Nonlinear Static Behavior and Stability of Rigid Frame Bridge with High-pier and Large-span;高墩大跨刚构桥桥墩静力非线性与稳定性研究
6.Pier Structural Shape Research of the High-pier and Long-span Continuous Rigid Frame Bridges高墩大跨径连续刚构桥桥墩结构型式研究
7.Dynamic Analysis of Coupled Vehicle-Bridge-Pier Systems城市高架桥车-桥-墩系统竖向振动分析
8.On Viaduct Pier Underpinning Technology When the Tunnels under Construction Meeting the Existing Viaducts隧道与既有高架桥相遇时高架桥桥墩托换技术
9.The Analysis on Strength and Deformation on High-pier Bridge Pillar Under Seismic Condition高墩桥梁在地震作用下墩柱的强度与变形
10.Study on the Seismic Collapse Capacity of High Pier Bridges;地震作用下高墩桥梁抗倒塌性能研究
11.The Wind Response Analysis of the Continuous Long-Span Rigid Frame Bridge with High Piers;高墩大跨连续刚构桥的风致响应分析
12.A Study of Anchored Pile Foundation for High Pier Bridge;锚固桩基础在高墩桥梁中的应用研究
13.Seismic Response Analysis of Continuous Rigid Frame Bridge with Large Span and High Pier;高墩大跨度连续刚构桥地震响应分析
14.The Study of Sunlight Temperature Effect for Higher Pier of Long-span Bridge;大跨径桥梁高墩日照温度效应的研究
15.Study on the Characteristics of Seismic Response of Bridge with High Piers and Long Span;高墩及大跨桥梁的地震反应特性研究
16.Deformation Analysis of Continuous Curved Rigid Frame Bridge with Long-Span and High-Pier;大跨高墩曲线连续刚构桥的变形分析
17.Analysis of Temperature Effect on High and Long Continuous Rigid Frame Bridge;高墩大跨连续刚构桥温度效应的研究
18.The Analysis of Geometrical Nonlinear Behavior of Long-Span Continuous Rigid Frame Bridge with High-Pier;高墩大跨连续刚构桥几何非线性分析
相关短句/例句
high bridge pier高桥墩
1.The application of large formwork s over-form construction technology inhigh bridge pier construction;平台式大模板翻模在高桥墩施工中的应用
2.Surveying method ofhigh bridge pier s verticality with long span and precision analysis;大跨径高桥墩垂直度观测方法和精度分析
3.According to the engineering features of structural system buckling ofhigh bridge pier and pile foundation in mountainous area,the clamped beam mechanical calculation model ofhigh bridge pier was set up by synthetically analyzing the structural system buckling ofhigh bridge pier and pile foundation.在深入研究山区高桥墩-桩基结构体系屈曲机理的基础上,结合其工程特点,首先建立符合其工程特性的力学计算模型,引进突变理论与能量法原理,通过确定山区高桥墩-桩基结构体系的势函数和分叉集方程,建立山区高桥墩-桩基结构体系稳定性分析的尖点突变模型;然后通过分析山区高桥墩-桩基结构体系失稳条件,导出了高桥墩-桩基结构体系极限破坏荷载及其相应的墩顶水平位移计算公式;最后结合室内模型试验结果,对理论计算结果进行了对比分析。
3)higher bridge pier高桥墩
1.Two problems in design and calculation ofhigher bridge piers;高桥墩设计计算中的两个问题
2.Using the energy method,the lateral displacement at the top of thehigher bridge pier is calculated and analyzed on the consideration of elastic restrictions of the rubber plate supports and elastic deformation effects of the foundation.考虑板式橡胶支座的弹性约束作用、地基弹性变形的影响,用能量法对高桥墩墩顶水平位移进行计算与分析;算例表明,对具有板式橡胶支座的弹性地基高桥墩的设计计算,支座对高桥墩弹性约束和地基的弹性变位影响不可忽视。
3.Using energy method, the geometric non-linear ofhigher 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。
4)higher pier高桥墩
1.The computational models of mutural distubance analysis about geometric nonlinear effect between thehigher piers are proposed.提出了高桥墩之间几何非线性效应的相干分析计算模型。
5)tall pier高桥墩
1.Non-linear stability analysis oftall piers with incipient defect;具有初始缺陷的高桥墩非线性稳定分析
2.The nonlinear partial differential equations for thetall pier vibration of railway bridges are derived by taking the influence of geometric nonlinearity into consideration, i.以铁路高桥墩为研究对象 ,导出了计轴力及内力素方向改变所致非线性项的高桥墩振动偏微分方程。
6)pier height桥墩高度
1.The calculation results were handled with variance analysis,so the prominence of the lead bar section area of LRB andpier height t.建立了各墩台高度相等且与地基固结的连续梁桥模型,采用自主开发的"桥梁结构非线性地震反应分析程序",对影响公路连续梁桥铅销橡胶支座减震效果的因素进行了正交试验计算分析,并对计算结果进行了方差分析,证明了支座铅销面积和桥墩高度是影响减震效果的2个显著性因素;分析了支座铅销面积对减震效果的影响规律,结果表明,改变各墩台支座的铅销面积比可在一定限度内调节地震作用下位移与内力响应在各墩台之间的分配;计算了8°,9°设防烈度和Ⅰ,Ⅱ类场地土条件下不同桥墩高度时模型桥的最大减震率,给出了相应设防烈度和场地土条件下铅销橡胶支座能实现30%减震率的最大桥墩高度,提出了一个无量纲常数———界限常数,据此常数可以判断出一定设防烈度和场地土条件下连续梁桥是否可以采用铅销橡胶支座进行减震设计实现30%的减震率。
延伸阅读
二桥墩位于三清山之南，梯云岭西麓。一石峰上下粗细约等，高百余米，形同桥墩。墩上双叉，直插云宵。相传古时有一仙人欲在三清山、怀玉山之间架一天桥，以玉华峰旁的“仙桥”为第一桥墩，这里为第二桥墩，仙人欲讨口气，问一樵夫：“从三清山到怀玉山能不能架座天桥？”樵夫回答说连神仙也办不到，仙人大为泄气，遂弃桥墩而去。
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