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1)  secondary beam
次梁
1.
Based on the architectural condition and the girder layout, several methods for planning secondary beam of an underground garage were given.
根据建筑条件及主梁的布置情况,考虑在较大的上部荷载作用下,对8m×6m柱网地下车库楼盖次梁的几种方案进行了分析。
2.
Considering the restraining moment of the secondary beam, the paper deduces formulas for calculating torsional moment of edge beam of frame.
考虑次梁的约束作用,推导了框架边梁的扭矩计算公式,分析了影响扭矩大小的主要因素。
3.
In response to distortional double coordination about deflection and torsion in the storied covery in which major and secondary beams are used,utilizing the angle distortion displacement method and moment equilibrium distribution method of deflection and torsion yields the calculation formula of displacement.
针对主、次梁楼盖中正交梁系弯扭变形双协调问题 ,采用弯扭角变位移法与弯扭力矩综合平衡分配法 ,推导出杆端位移、弯矩及扭矩的计算公式。
2)  Beam [英][bi:m]  [美][bim]
次梁
1.
In structural computation with PKPM CAD,beam can be input in two ways,i.
采用PKPM CAD软件进行结构计算时,次梁可以按主梁和次梁两种方式进行输入。
2.
There are some problems in structure design with PKPM CAD software, such as the input of beams and the load verification on beams, the calculation of crack width, the calculation of internal forces and the disposition of reinforced bars of the special-shaped columns, the loads transfer of the complex structure with wall-supported-by-girder and the cantilever beams on the supported walls and etc.
采用PKPM CAD软件进行结构设计时,次梁的输入及其上部荷载的校核、裂缝宽度验算、异型柱的计算及配筋、复杂的墙下托梁结构中荷载的传递以及承重墙上挑梁的荷载传递等方面存在一些问题;在设计与分析过程中,软件的计算结果须经调整。
3)  main and second bridge
主次梁
1.
The stress analysis and the construction supervision on the joint of the main and second bridge;
次梁交接处受力分析与施工监理
4)  secondary-beam scheme
次梁方案
5)  fictitious sub-beam
虚拟次梁
6)  supports of secondary beam
次梁支座
补充资料:行次田家澳梁作
【诗文】:
田家俯长道,邀我避炎氛。当暑日方昼,高天无片云。
桑间禾黍气,柳下牛羊群。野雀栖空屋,晨昏不复闻。
前登澳梁坂,极望温泉分。逆旅方三舍,西山犹未曛。



【注释】:



【出处】:
全唐诗:卷137_9
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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