| 1. | Coupling wall column
墙肢12 |
| 2. | Optimal quantity of shear walls in frame - shear wall structures with influence of shear deformation of shearwalls
剪结构考虑墙肢剪切变形时剪力墙合理数量 |
| 3. | And the research on beam - wider - than - wall joint is few and can not satisfy the application requirement
目前宽梁与薄墙肢节点的研究成果还不能满足实际需要。 |
| 4. | For the flanged - slw , the longitudinal bar in the limb or flange will firstly yield no matter what value the section ratios are
对于有翼墙结构，无论肢厚比大小，均表现为墙肢和翼墙底部纵筋首先屈服。 |
| 5. | Based on the elastic finite element analysis of the beam - wider - than - wall joint , two specimen are designed to test the joint behavior
本文在宽梁与薄墙肢节点的弹性有限元分析基础上，设计了近似足尺的试件进行试验。 |
| 6. | Main conclusions as below : 1 . the results demonstrate that the influence on the pier stress induced by transfer beam is confined in the upper layer of the transfer beam under vertical loads
主要得出以下结论: 1 、在竖向荷载作用下,转换梁对墙肢应力的影响仅限于转换梁上一层的范围内。 |
| 7. | In the case of seldomly occurred earthquake , the artificial vertical seams play their roles , changes the failure forms of coupling wall - column and lower structural stiffness and earthquake action
在大震作用下，人工竖缝发挥作用，改变了墙肢的破坏形态、降低了结构的刚度和地震作用。 |
| 8. | In kinematics similarity test , test simulates specimens in earthquake action . by the hysteretic curve , anti - seismic property of t - shaped and l - shaped short - leg shear wall can be realized
并且研究了在动荷载作用下混凝土等级、截面配筋率和墙肢截面高厚比等因素对短肢剪力墙抗震性能的影响。 |
| 9. | In particular , the concealed bracings have more evident effects in improving bearing and energy - dissipation capacity of the wall slabs in coupled shear walls with lintel beams of relative smaller span - height - ratio . 4
特别是在连梁跨高比相对小的双肢墙墙肢中增加暗支撑对双肢墙承载力、耗能提高的作用更为明显。 |
| 10. | 3 the results denote that for non - flanged slw , when the limb is shallow , the longitudinal bar in the limb will firstly yield ; on the other hand , when the limb is deep , the stirrup in the linking - beam will firstly yield
对于无翼墙结构，当肢厚比为5时，试体墙肢底部纵筋首先屈服，而当肢厚比大于5时，试体连梁端部箍筋首先屈服。 |
