2) overhead rigid suspension
架空刚性悬挂
1.
With regard to the smaller span and more suspension points for rigid suspension, the software for layout arrangement of overhead rigid suspension and has been applied in project of line No.
针对架空刚性悬挂跨距小、悬挂点多的特点,开发了架空刚性悬挂平面布置软件并应用于广州地铁三号线等工程项目中,经过测试,大幅度提高了架空刚性悬挂接触网平面设计的效率。
3) rigid overhead contact
架空刚性接触网
1.
With a brief introduction of the structure and installation method of the "Π" type rigid overhead contact system(OCS),and the situation of the present domestic production,this paper compares the strenghth and weakness of the "Π" type rigid OCS with the resilient OCS.
介绍了Π型架空刚性接触网的结构和安装技术,以及目前的国产化情况,并与柔性接触网进行了优缺点对比。
4) Space rigid frame
空间刚架
1.
The mechanics calculation of parabolic space rigid frame is v ery complicated,without being dealt with in issued directories,documents and tex tbooks.
抛物线形空间刚架的力学计算十分复杂 ,在已有的手册、资料、教材中均未叙及。
2.
The authors introduce the format of the data file and programming technique of the rigid frames,including the main program and general program of space rigid frame and node detail drawing.
分析了国内三角门 CAD技术的现状 ,开发了船闸三角门 CAD软件 ,介绍了数据文件的设计规则、空间刚架数据文件的格式 ,对空间刚架 CAD程序中的几个主要模块进行设计 ,包括其主程序、空间刚架通用绘图子程序、节点大样通用绘图程序等 ,实现了六类空间刚架结构图及节点大样的自动生
5) space frame
空间刚架
1.
Three-dimensional stiffness equations of uniform cross section bar are used so that the monent distribution coefficients for space frame without linear joint displacements are obtained.
利用等截面直杆的三维刚度方程 ,得出结点无线位移空间刚架的力矩分配系数 ,从而将平面问题的力矩分配法引用到空间结构 。
2.
The central rotational circular altar of Zhonghua Century Altar is a special dynamic structure of full steel and closed space frame.
中华世纪坛中央旋转圆坛为全钢封闭式空间刚架的动态特种结构。
6) spatial frame
空间刚架
1.
In the present paper the non-linear static and dynamic post-buckling analysis of spatial frames is conducted.
采用弧长法计算结构的屈曲前非线性反应,该方法不用卸荷跟踪荷载位移反应全过程,而在临界点继续缓慢加荷,用动力时程方法进行空间刚架结构的失稳破坏全过程仿真。
2.
The stationary random responses of tow layer spatial frame subjected to spatially coherent excitations are investigated and the pseudo static, the dynamic, and the total response variations are calculated.
研究了空间相关地震激励作用下两层空间刚架的动力响应 ,计算了结构拟静力、动力及总反应方差 ,多点输入考虑了以下几种情况 :①具有相位差及相干损失的多点输入 ;②仅有相位差的多点输入 ;③仅有相干损失的多点输入 ;④一致输入 。
补充资料：架空
①房屋、器物下面用柱子等撑住而离开地面：竹楼是～的，离地约有六七尺高。②比喻没有基础：没有相应的措施，计划就会成为～的东西。③比喻表面推崇，暗中排挤，使失去实权。
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