次梁 meaning in Chinese
secondary beam
secondary girder
Examples
- By the experimental formulation , the one - dimension model is put up . the result is compared with the two - dimension modulus , satisfied results has got
利用传统的经验公式，建立了高架桥体系的一次梁模型，计算结果与二次梁模型进行对比，在速度较低情况下，吻合效果良好。 - From the test and study the following conclusions are reached 1 . the behaviors under seismic horizontal force are very different between the hypo - beams through joint and not
通过本试验，得出以下主要结论： 1 、在地震水平荷载的作用下，过柱次梁和非过柱次梁的受力特性大为不同。 - The conclusion that the torsion of main - beam can improve the earthquake resistant behaviors of the beam - to - column joints can be reached from the results of the test and other people ' s studies
4 .现行设计规范中关于框架梁柱节点的构造措施和要求,仍适用于该结构体系的过柱次梁?边梁?柱节点 - Some effective measures were presented to solve bigger prestress loss of mid span in overlong frame and it is suggested that prestressed reinforcement with curve linetype should be adopted in slabs if possible
在次梁与板中为有效利用无粘结预应力筋，建议在板厚许可的情况下尽量采用曲线形预应力筋。 - If the ordinary top longitudinal steel bars of the passed - joint hypo - beam yield , the yield will penetrate into the joint area and the slip of bar anchorage is much worse than the ordinary frame joint
但是同时，当柱上没有过柱次梁时，则会产生另类的破坏形式，例如本试验中的试件二的中节点的破坏。