最大剪力 meaning in Chinese
maximum shear
Examples
- Depending upon stiffness and strength requirements , this transfer of bending moments can be achieved by either semi - rigid or rigid beam - column connections . in both case , the intersection between beams and columns ( the beam - column joint ) will be subjected to high shears
本文从节点域的屈服过程，破坏机理入手，采用虚功原理，对节点域屈曲进行了推演，得到了节点域破坏的最大剪力，以及屈服后所能承受的剪力。 - C ompared the results of structural period , displacement and internal forces of mode 1 with mode 3 , we can know that the hypo - frame can increase the lateral stiffness of the mega steel - frame structures , decrease lateral - deformation of the structures , especially decrease the maximum inter - storey displacement obviously , and get the internal forces and deformation of the whole structure more uniform . from the analysis results , it can be found that the maximum axial force gets less with hypo - frame than without it , and the maximum shear force and bending moment get more with hypo - frame than without it . thus it can be seen that the mainframe can be an independent structure system by itself , but the cooperation of main and hypo frame should be considered for conducting the entire analysis and design , otherwise the mega structure can be unsafe , in addition , from the comparing analysis , it can be found that the shear force and bending moment of inside - row columns are increased much more than those of outside - row ones in a mega column
通过3个算例方案1和方案3结构周期、位移和内力反应的比较分析可知，次框架可以进一步增加巨型钢框架结构的抗侧刚度，减少结构侧向变形，特别是明显减少了结构最大层间位移，使整个结构的内力与变形分布更为均匀；次框架的加入使主框架柱最大轴力较无次框架情况减少，而主框架柱的最大剪力和弯矩较无次框架情况都有所增加，由此可知，虽然主框架本身可以成为独立的结构体系，但在分析设计时，还应该考虑主、次框架协同工作，进行整体分析、整体设计，否则结构会偏于不安全。