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It is a universal phenomenon that bridge's disease, and the too big deflection of the mid-span is a universal phenomenon to continuous rigid frame bridge.

桥梁的病害是一种普遍的现象,连续刚构桥的跨中挠度过大更是成为此类桥型最为常见的一种。

Establish large deformation model of pipeline span, simulate and validate these formulas; give ideas on the set of frusta; put forward several suggestions on correlative criterions.

基于大挠度梁理论,考虑几何非线性和土壤的物理非线性建立了跨越管道的大变形分析模型;通过5种典型工况下跨越管道变形的计算机仿真分析验证了公式适用性,对跨越管道固定墩的设置问题给出了建议;提出了一些关于现行规范中跨越管强度验算的修正建议。

On the basis of detail analyzing the cause and influence factors of the approach slap design, this paper which utilize the flexible ground beam theory and finite element numerical calculation method to calculate the ground reaction、internal force and bending deflection, in each condition of disjoint and undisjoint of the approach slap near the abutment end, with the different ground module and length of the approach slap, achieves some valuable conclusions.

本文在对桥头跳车成因和桥头搭板设计影响因素作了详细的分析基础上,运用弹性地基梁理论和有限元数值计算方法,对桥头搭板在近台端不脱空和脱空时,在不同的地基模量及不同的搭板长度,搭板任意截面的地基反力、内力及挠度大小进行计算,得出了一些有意义的结论。

The result shows that the ultimate strength of the joint is related not only to the wall thickness t, diameter D, length of gusset plate B and the yield deflection at the top of the relevant section under the current status of the region, but also to the ribbed plate.

结果表明:极限承载力不仅与主管壁厚t、管径D、节点板长度B、现时状态下屈服区域内中截面顶部挠度δ有关,更重要的是还和现时状态下的加劲肋有密切相关。

This paper introduces the method of installing support frame s to decrease the span of the bridge and the bending deflection of the mid-span.

本文重点介绍通过设置支撑架的方法,以减小桥梁跨径与跨中挠度,从而达到加固桥梁的目的。

The conclusion of this paper is useful to design and construct the continuous rigid frame bridge, to avoid the disease of mid-span deflection.

其结论能为设计和施工此类桥型、和有效避免跨中挠度过大提供有效的参考。

The computation formulae for the deflection at the mid-span of equal-span continuous beams with 2-5 spans have been given out.

五跨等跨连续梁因支座变位引起的各跨跨中挠度计算公式。

The mid-span deflection relative to a straight reference line joining the points of support shall be measured for each value of the load and 5 minutes after removal of the load.

中期跨度挠度相对直参考线连接点的支持,应衡量每个价值负荷, 5分钟后移除负载。

After analyzing of the reason of large deformation,the parametric cubic spline interpolation method was used for x, y, z respectively on Warps and wefts with accumulative bowstring length as parameter to fit the surface of mannequin.

分析了造成上述问题的曲线大挠度原因后,运用参数三次样条插值方法,采用累加玄长为参数,分别对人台经纬曲线的x、y、z进行插值计算,并拟合人台曲面。

This is usually small "ineffective" roll control deflection from its neutral position.

这通常是小&无效&轧辊挠度控制,从中立的立场。

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