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1)  limit bump height
极限跳车高度
1.
Based on the characteristic of vehicle-bridge coupling vibration,the theoretical calculation model of limit bump height in vehicle bump test was established using D\'Alembert principle and the hypothesis of Euler-Bernoulli beam.
并基于动力时程响应,给出了极限跳车高度的判定方法。
2)  pump height
跳车高度
3)  limit height
极限高度
1.
Based upon limit analysis method the expression for failure height calculation of flexible stiffened earth-retaining wall is proposed as well as factors influencing the variation regularity of limit height.
分析了柔性加筋挡土结构的破坏机理,推导了砌体结构内能消耗的计算表达式,基于极限分析的基本原理,介绍了柔性加筋挡土结构极限高度的表达式,得出了其极限高度随其他因素的变化规律。
2.
Then it obtains minimal number of snow sweeprs and limit height of snow after the task has been finished by snow sweeper.
讨论了铲雪次数时间序列的若干性质 ,得到了两类铲雪机完成任务的最少台数和雪的极限高
3.
Based on the in situ test data of Lianyungang railway embankment built on soft subgrade, the failure behavior and limit height of embankment are analyzed under the plane strain condition by using large deformation finite element method and Mohr-Coulomb model.
依据连云港铁路路堤在软土地基上的填筑试验资料,采用大变形有限元方法及Mohr-Coulomb模型,采用现场试验得到的土体强度值,对平面应变条件下路堤填筑的破坏性状及极限填筑高度等进行了分析,并对比了有限元分析结果及现场试验结果,结果表明,采用大变形有限元方法能够较准确的得到填筑路堤的极限高度,并有效地分析填筑路堤的破坏性状。
4)  critical height
极限高度
1.
Application of FEM to critical height of soil-nailing foundation pit;
有限元法在基坑土钉支护极限高度中的应用
2.
However the research on the behavior and the stabilizing mechanism of it also lags behind the engineering application, especially the problem about critical height of soil nailing and composite soil nailing, if the nowaday s theory is applied to t.
但是对土钉以及复合土钉支护的性状和加固机理的理论研究却仍落后于工程实践,特别是土钉及复合土钉支护的极限高度问题,目前现有理论应用于土钉及复合土钉支护极限高度的计算,将会引起较大的误差。
5)  height under ultimate load
极限高度
1.
The application of finite element method in studying the height under ultimate load of soil-nail support;
有限元法在土钉支护极限高度中的应用
6)  limit bulging height
极限胀形高度
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