Transverse Reinforcement

Additional transverse reinforcement is not necessary in the lapping zone .

附加横向钢筋是没有必要在搭接处。

If the confinement ( concrete cover , transverse reinforcement ) is sufficient to prevent splitting of the concrete cover , bond failure is caused by pull-out of the bar .

如果限制措施（混凝土保护层、横向钢筋）能够防止混凝土保护层劈裂，那么粘结失效是由拉拔钢筋造成的。

Quantity of rectangular transverse reinforcement required in earthquake resistant design of reinforced concrete columns

抗震设计中钢筋混凝土柱矩形约束箍筋

The development of cracking was effected by the different longitudinal and transverse reinforcement .

分析纵筋和箍筋对裂缝发展的影响。

On Transverse Reinforcement based on Computation Checking of Transverse Crash Strength of Bridge Flange Slab

从桥梁翼缘板的横向防撞强度验算谈边梁的横向配筋

The lack of transverse reinforcement is one of the causes of longitudinal cracks of wharf slab under concentrated loads .

横向配筋过少是集中荷载下码头简支面板出现纵向裂缝的主要原因之一。

Yield displacement angles , maximal displacement angles , and ultimate displacement angles increase with shear span ratios and transverse reinforcement characteristic values .

随着剪跨比的增大，屈服位移角、最大位移角和极限位移角均增大；

Transverse reinforcement , additional to that for shear , should be provided in the anchorage zones where transverse compression is not present .

横向加固，附加剪切力，应在锚固区域，横向压缩不存在。

The results indicate that it is impossible to avoid shear failure only by adjusting the ratio of the longitudinal reinforcement to the transverse reinforcement .

以前的震害和试验研究表明：普通配筋的连梁，仅通过纵筋与箍筋的配筋比率的调整来避免脆性剪切破坏以实现延性弯曲破坏基本是不可能的。

It is shown that the seismic ductility of high strength concrete columns is significantly influenced by the axial load ratio and the amount of transverse reinforcement .

研究表明高强混凝土柱的抗震延性受轴压比及配箍率影响较大，而现行的美国混凝土设计规范ACI318&99抗震规范的箍筋设计公式对轴压比的影响考虑不足。

In the earthquake , the common transverse reinforcement can not be effectively restrain , resulting in seismic behavior of the high-strength concrete columns is poor .

在地震作用下，普通箍筋不能对构件形成有效地约束，导致高强混凝土柱抗震性能较差。

The result show that , with the rational allocation of high-strength transverse reinforcement the high-strength concrete sample can be effective constraint , the sample showed good seismic performance ;

研究结果表明，通过公道配置高强箍筋可以对高强混凝土试件提供有效约束，试件表现出良好的抗震性能；

The parameters in the aeries include : amount of longitudinal reinforcement , amount of transverse reinforcement , shear span-to-depth ratio , thickness of tube wall and strength of concrete .

试验中的主要参数有：纵向钢筋的数量、横向配筋率、剪跨比、管壁的厚度及混凝土强度。

In the area with additional transverse reinforcement , the longitudinal distributed reinforcement and the transverse reinforcement intersect as reinforcement webs , which can confine the web cracking quite well .

在附加横向钢筋区域，纵向分布钢筋可以与箍筋组成钢筋网，对在这个区域内的梁腹裂缝起到了很好的约束作用。

In this research , numerical method was used to analyze the change in strength of members with flexures and axial force after spalling of cover concrete and effect of transverse reinforcement on their strength and ductility .

本文首先采用数值计算方法分析了钢筋混凝土压弯构件保护层混凝土剥落后强度的变化以及箍筋约束作用对其强度和延性的影响。

So the design method can guide practical engineering about bridge transverse reinforcement . Finally , the paper summarized the above-mentioned work can indicate that adopting viscous damper to restrain the transverse vibration amplitude of railway bridge is available and the effect is better .

最后，本文对上述工作进行了总结，从计算模拟分析中可以看出，采用粘滞阻尼器抑制铁路桥梁横向振动是可行的，并且能产生较好的效果。

The main results show : the ratios of the horizontal axial projected length of strengthening stage of skeleton curves of specimens to the yielding displacements are directly proportional to the transverse reinforcement characteristic values and inversely proportional to the axial compressive ratios and shear span ratios ;

研究表明：轴压比超限时试验骨架曲线强化段在水平轴上的投影长度和屈服位移的比值与配箍特征值成正比，与轴压比和剪跨比成反比；

Transverse Permeability Measurement of Reinforcement in LCM Process

LCM工艺增强材料横向渗透率测量研究

By finite element analysis , found out the change laws of the transverse load distribution after reinforcement . Then analyses the parameters influencing . 5 .

利用有限元软件，研究加固后桥梁荷载横向分布的变化规律，并进行参数分析。

In order to increase the bridge transverse nature frequency and decrease the transverse amplitude , this paper intended to analyze and research the transverse stiffness reinforcement of 32m deck steel plate girder bridge , based on the analysis of vehicle-bridge transverse vibration mechanism .

针对上述问题，本文在分析车一桥体系横向动力作用的基础上，以提高桥梁横向自振频率和降低横向振幅为目的，对32m上承钢板梁桥的横向加固方案进行了分析和研究。