采用虚拟接触载荷法模拟分析各种柱筒与轴之间的过盈配合接触现象，提出了具体的计算方法与分析程序。
The interference fit between various column casings and shaft is analyzed by using the virtual contact loading method, and concrete calculating method and program are presented.
重力荷载作用下网筒结构外鼓及交叉柱间轴力差异将使环梁受到较大的拉力。
The exterior tube structure exerts radial outward forces, and the diagrid columns have significant difference in axial force.
此设备包括立式柱、筒架和搅拌机驱动器。
The blender consists of a vertical column, drum cradle and blender drive.
通过实例计算分析，给出了带托柱式转换梁的框架-核心筒结构的转换层上、下层间侧移角比的取值范围建议。
Base on the calculation of an example, suggestions on range of sideway ratio of stories up and down in transfer story of frame-core tube structure with column supporting transfer beam is obtained.
塔楼的结构则是钢结构框架和混凝土楼板，配以水泥柱和核心筒。
The supporting structure of the tower comprises a steel-reinforced concrete skeleton with level-flat ceilings, struts and cores.
结构未发生层剪切破坏，最终破坏模式是在倾覆力矩作用下底部核心筒受拉墙肢及受拉侧外框柱拉断。
The final failure mode of the model is tension failure of perimeter columns and bottom of core wall on the tension side caused by overturning moment, and the story shear failure mode was not found.
全器保存完好，长流，尖尾，筒身，卵底，双柱，三足。
The whole bronze Jue is well preserved, including its long-stream, pointed tail, shell, luandi, two columns and three legs.
在地震力作用下，外框墙柱的动应力响应大于核心筒墙的动应力响应。
Under the earthquake, the peripheral walls have more intense response than core.
本文提出了一种用于筒体高层结构弹塑性地震反应分析的杆系——柱壳计算模型。
A calculation model of bar system-cylindrical shell to be used for elastoplastic analysis of earthquake response of reinforced concrete tube structures is given in the thesis.
其目的是克服普通筒式加压过滤机袋式过滤柱存在的缺陷，提供一种能够有效清洗滤袋的过滤柱。
The technical proposal aims at overcoming the defect in the bag type filtering cylinder of the normal cylindrical pressure filter and providing a filtering cylinder that can be cleaned effectively.
结构中刚度很大的桁架层对减小巨型柱与核心筒之间的竖向变形差作用显著。
While the stiffness of truss stories is huge, and it has great effect on reducing the different vertical deformation of peripheral mega-column and core-wall.
在结构设计中采用钢网架-框架柱-巨型柱(核心筒)结构体系，通过结构整体建模分析了地震力影响。
Steel grid-concrete frame column-concrete giant column (core tube) structure is adopted and the seismic action of integral structural is analyzed.
在结构设计中采用钢网架-框架柱-巨型柱(核心筒)结构体系，通过结构整体建模分析了地震力影响。
Steel grid-concrete frame column-concrete giant column (core tube) structure is adopted and the seismic action of integral structural is analyzed.
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