1) Container Delivery Number
交箱量
2) skew box girder
斜交箱梁
1.
Three-dimensional simulation calculation of skew box girder and static load test;
斜交箱梁的三维实体仿真计算及其静载测试
2.
Using CB shell element and layered model,the behaviors of cracking,yielding and destroying procedures of a three-span PC continuous skew box girder are analyzed considering the material and the geometry nonlinearity.
基于CB壳单元,采用层状模型模拟预应力混凝土结构,考虑材料和几何双重非线性效应,有效地模拟了三跨连续斜交箱梁的开裂、屈服和失效的全过程。
3.
Based on shell63 element of ANSYS,skew box girders with thirty degrees and fortyfive degrees of skew are analyzed respectively to investigate longitudinal and transversal distributions of shear lag effect under concentrated or uniform force,and they are compared with the corresponding right box girders.
运用ANSYS程序中的shell63单元,分析了集中荷载、均布荷载作用下斜度为30°和45°的斜交箱梁剪滞效应的纵、横向分布规律,并与相应正交箱梁进行了比较,结果表明,跨中断面的剪滞系数随着斜度的增大变化不明显。
3) Hybridization Oven
杂交箱
4) Interweave bin
交织小箱
5) skew box girders
斜交箱梁
1.
Differences between the results of test and the 3D FEM analysis with two cases of orthogonality and skew were discussed, and the dynamic properties of skew box girders bridge were explored.
简述了斜交桥在我国的应用和发展概况,通过对我国京沪高速铁路设计中的一座3跨预应力混凝土斜交箱形连续梁桥缩尺模型的试验研究,得出斜交箱梁的固有频率、振型及模态阻尼比等结构动力特性,比较了正交、斜交箱梁的固有频率、振型的差异,结合空间结构分析结果,探讨了这种桥型的结构特性。
2.
We discuss the difference between the results of test and 3D FEM analysis with two cases of orthogonality and shew,and explore the dynamic properties of skew box girders.
通过对我国京沪高速铁路设计中的一座三跨预应力混凝土斜交箱形连续梁桥缩尺模型自振特性参数的测试 ,比较了正交、斜交箱梁的固有频率的差异 ,通过与空间结构分析结果的对比 ,最后讨论了斜交箱梁的动力性
6) switching box
交接箱
1.
Using advanced technologies of computer networks and communications, MNTCSB implements automatic management of telecommunication cable switching box.
电信电缆交接箱管理网MNTCSB利用先进的计算机网络和通信技术实现了对交接箱的自动化管理 。
2.
The paper will deal with the designing of the supervisory computer control of switching box, the principle of the system hardwares and the designing process of the system softwares.
介绍交接箱监控管理系统的设计,详细讨论了该系统的硬件组成工作原理及软件设计过程。
补充资料:箱交
1.犹封交。
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