1) transversal orientation
横向定向
2) lateral stability
横向稳定
1.
Based on the summary of the others researches,the applied calculation methods of the lateral stability of catenary single rib hingeless arch that carried the vertical loadings were analyzed.
在总结前人研究成果的基础上,重点探讨了悬链线单肋无铰拱在竖向荷载作用下,横向稳定影响的实用计算方法。
2.
A parameterized practical calculation method is proposed to investigate the lateral stability of a parabolic doublerib arch under nondirectional loads.
针对抛物线肋拱桥在非保向力作用下的横向稳定性,建立了参数化的实用计算方法,分析了不同结构参数对双肋拱横向稳定性的影响。
3.
However,the weakness in lateral stability of arch ribs with.
无风撑拱桥主要适用于跨度较小而桥面较宽的桥梁中,由于拱肋间无风撑导致拱肋横向稳定性问题突出,因此横向失稳问题是这类桥型需要解决的关键问题。
3) lateral positioning
横向定位
1.
Puts forward a new method on lateral positioning measurement by means of Total Stations for OCS suspension inside tunnel of electrified railways, illustrates its feasibility, presents the pre-conditions on applying the Totalstations and the precautions on developing the software.
提出了利用全站仪进行电气化铁道接触悬挂在隧道内横向定位测量的新方法。
4) cross-machine direction quantity
横向定量
1.
To pulse fluctuation,use pulse attenuation to eliminate the effect;to stabilize temperature,construct temperature compensation control system;to pressure control,adopt differential pressure adjustment technology;to distributing control in cross-machine direction quantity,employ dilute water adjustment technology.
分析了水力式流浆箱的作用机理及影响其稳定运行的各种干扰因素,给出了相应的解决方法:对进浆脉冲压力波动,采用脉冲衰减器来消除影响;对稳定浆料温度,建立起温度补偿控制系统;对影响纵向定量的总压控制,采用差压调节技术;而对横向定量分布的控制,采用稀释水调节技术,以满足定量要求。
5) Lateral stability
横向稳定性
1.
Research on lateral stability influenced by inclined angle of through X-type double ribs arch bridge;
下承式X型双肋拱内倾角度对横向稳定性影响研究
2.
Anti-skidding of pavement surface is one of the important aspects of lateral stability.
路面抗滑是车辆横向稳定性的主要影响因素,抗滑性不足是引起车辆横向倾覆和横向滑移的主要原因。
3.
This paper presents theoretical calculation method for lateral stability of beam body on rubber seat, based on the analysis of lateral stability of concrete simple-supported beam.
本文在混凝土简支梁横向稳定性分析的基础上,提出了橡胶支座上梁体横向稳定性的理论计算方法。
6) transverse stability
横向稳定性
1.
The influence of transverse stability and seismic behavior of half-through arch bridge of concrete filled steel tube by transverse bracing is studied, using finite element method.
采用有限元方法,研究了拱肋横撑对中承式钢管混凝土拱桥横向稳定性及横向抗震性能的影响。
2.
This paper discusses the problem of transverse stability of concrete simply-supported beam applied on rubber bearing ,analyzes mechanics characteristic of beam before overturning ofbeamand establishes the calculating method about transverse stability of beam.
通过对橡胶支座上的混凝土简支梁横向稳定性的研究 ,分析了梁体在失稳前的受力状态 ,建立了考虑支座变形梁体横向稳定性的计算方法 ,使施工中的混凝土梁的稳定性计算更接近于实
3.
Finally,stability,especially transverse stability of bridge crane is preliminary probed.
首先确定了主导梁矩形桁架截面,然后运用大型有限元计算软件 ANSYS 对其进行了有限元计算分析,最后,对节段拼装法架桥机整机稳定性,尤其是横向稳定性进行了初步探讨,提出了一些较为有用的安全措施和注意事项。
补充资料：横向磁场中的空心超导圆柱体（hollowsuperconductingcylinderinatransversalmagneticfield）
横向磁场中的空心超导圆柱体（hollowsuperconductingcylinderinatransversalmagneticfield）
垂直于柱轴（横向）磁场H0中的空心超导长圆柱体就其磁性质讲是单连通超导体。徐龙道和Zharkov由GL理论给出中空部分的磁场强度H1和样品单位长度磁矩M的完整解式，而在`\zeta_1\gt\gt1`和$\Delta\gt\gt1$条件下为：
$H_1=\frac{4H_0}{\zeta_1}sqrt{\frac{\zeta_2}{\zeta_1}}e^{-Delta}$
$M=-\frac{H_0}{2}r_2^2(1-\frac{2}{\zeta_2})$
这里r1和r2分别为空心柱体的内、外半径，d=r2-r1为柱壁厚度，ζ=r/δ(r1≤r≤r2)，Δ=d/δ，δ=δ0/ψ，δ0为大样品弱磁场穿透深度，ψ是有序参量。显然此时H1→0，M→-H0r22/2，样品可用作磁屏蔽体。当$\zeta_1\gt\gt1$，$\Delta\lt\lt1$时，则
H1=H0/(1 ζ1Δ/2)，
M=-H0r23[1-(1 ζ1Δ/2)-1]。
若$\zeta_1\Delta\gt\gt1$，则$H_1\lt\ltH_0$或H1≈0。所以，虽然$d\lt\lt\delta$，但磁场几乎为薄壁所屏蔽而难于透入空心，称ζ1Δ/2为横向磁场中空心长圆柱体的屏蔽因子。当$\zeta_1\Delta\lt\lt1$时，则H1≈H0，磁场穿透薄壁而均进入空腔，失去屏蔽作用，此时M≈0。类似于实心小样品，由GL理论可求出薄壁样品的临界磁场HK1，HK，HK2和临界尺寸等。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条