| 1. | Shear force is implicit in the development of bending moments . 杆中的剪力在弯矩的推导中是不明显的。 |
| 2. | The interfacial shear stress is a constant proportion of the bottom shear . 交界面的剪力与底部剪力之比是常数。 |
| 3. | The influence line for shear at the crown can be obtained in a similar manner . 拱顶处剪力的影响线可按类似方式得到。 |
| 4. | Shear force diagrams are drawn in the manner indicated, with negative shears below the baseline . 剪力图按指明的方式来画,负剪力画在基线以下。 |
| 5. | The unsymmetrical arrangement of shear walls in the building cause the diaphragms to rotate and translate . 建筑物内剪力墙的非对称布置引起了楼板转动和平动。 |
| 6. | Shear force and torsion effects can be taken into account in a similar way, by the addition of further terms . 相似地,追加更多项就可以考虑剪力和扭矩的影响。 |
| 7. | The rigid arm cc is simply a statement that the "plane sections" hypothesis may be applied to the shear wall . 刚臂CC只是说明了在剪力墙中可以应用“平截面”假设。 |
| 8. | The slope at any section of the actual beam is equal to the shear at corresponding section of the conjugate beam . 实际梁任何部位的角变等于共轭梁相对应部位的剪力。 |
| 9. | Shear stresses and shear strains in prismatic members may be caused by either torsional moments, or by shear forces associated with flexure . 在等截面杆件中,剪应力和剪应变可以由扭矩引起,或者由变曲相关的剪力引起。 |
| 10. | A study on ductility of rc frame - steel truss structures 钢剪力桁架结构的延性研究 |