通过对承载梁合理间距延用公式的分析．详细说明了承载梁间距对各车轴负荷的影响及对汽车列车附着性能的影响。
By analyzing the formula of reasonable gap for log bunk. the effects of the gap on the axial load and the adhesion of trucks and trains were elaborated.
整体式桥台的等代桩长、桥台纵向抗弯刚度、宽跨比及箱梁肋板间距等，是影响该类桥梁剪滞系数的主要因素。
It is proved that the main affecting factors include: equivalent pile length, bending stiffness of abutment, ratio of width to span, distance of webs, etc.
在连续组合梁桥中，剪力键的类型、布置范围和布置间距的差别将引起结构受力特性的差异。
In the continuous composite beam bridge, the difference in type, arrangement area and arrangement space of shear connectors will cause variation in mechanical characteristics of the structure.
提供了不等间距的悬臂梁柔度计算公式，考虑了地震动水压力的作用与地基弹性的影响，研制了相应的计算程序。
Flexibility equations of the cantilever with inequable length elements are provided, the dynamic water pressure and foundation elasticity considered, and a relevant computer program is developed.
第二种交叉梁是所有横梁断面惯性矩相同、间矩相等而纵梁的断面惯性矩、间距则是任意的。
In the second case, all the transversal beams are arranged inequidistance and have the same stiffness, while the longitudinal beams arearraseed in arbitrary distances and have different stiffness.
弯沉测试沿全路段间距20米用贝克曼梁法进行。
Def lectoin tests were performed every 20m along the whole section using Bekelam method.
根据乌鞘岭隧道岭脊地段地质状况和二次衬砌实际受力特点，采用拟地基曲梁计算法来分析二次衬砌的裂缝宽度与间距。
This paper discussed the calculation analysis of the secondary lining crack width and spacing by using simulating soil curved beam's stress.
通过对加固梁平均裂缝间距、最大裂缝宽度、裂缝高度等的分析，推导出了加固梁最大裂缝宽度计算公式。
By the analysis of average crack spacing, the maximum cracks width, crack height of the reinforced beams. derived a maximum crack width formula for the reinforced beam.
主要结构是由格构梁构成，柱子支撑间距为4.5米，通过一个支撑框架没1.5米开缝来支撑。
The main structure is made of latticegirders and pillars spaced at 4.5 m and braced by a supporting frameworkslotted in every 1.5 m.
压电陶瓷电极间距离对梁的固有频率有较大的影响。
Influences of distances between electrodes on eigenfrequency of the linear beam are bigger.
试验梁的挠度、裂缝间距和最大裂缝宽度与钢筋应力、钢筋直径和配筋率等因素的关系基本上可用现有模型预测。
The relationship of deflection, crack spacing and maximum crack width with the stress, diameter and ratio of steel bars can be predicted by existing model presented in the code.
主要研究了曲率半径、宽跨比、高宽比、腹板厚度、加劲肋数量、横隔板间距等结构参数对曲线钢箱梁承载力和变形特性的影响。
The major parameters including the curvature radius, the ratio of height to span, the ratio of height to width, the thickness of web, the stiffener density and the diaphragm density are studied.
对静载作用下的高强钢筋混凝土梁进行试验研究，提出了平均裂缝间距以及裂缝宽度计算公式的改进建议。
The paper also develops the formulae for the calculation of the cracking width, and suggests how to calculate the average distance of cracking.
梁之间设纵横向水平牵杆将所有梁连成整体，防止移位。间距为750mm，并固定在横向围檩上。
Horizontal and vertical tie rods, fixed in the transverse waling to be erected between beams with spacing of 750mm to form an integrated beam to prevent displacement.
探讨双T板与纵梁的相对位移及作为第一道抗震防线框架沿纵向的最大间距；
Researching the relative displacement between the double-T plates and the longitudinal beam and the longitudinal maximum distance to set a frame as the first measure to resist the earthquake.
研究横隔板间距对悬挑箱梁畸变的影响 。
Research on Diaphragm Distance of Box Girder with Corrugated Steel Webs;
研究横隔板间距对悬挑箱梁畸变的影响 。
Research on Diaphragm Distance of Box Girder with Corrugated Steel Webs;
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