| 1. | The design and study of coupling beam of reinforced concrete structure
高层建筑钢筋混凝土连梁的设计和研究 |
| 2. | It is a difficult job to adjust the bearing capacity in design
在设计中，调整连梁受力是一项比较困难的工作。 |
| 3. | Tie beam is an important element in frame - shear wall structure
连梁在框架-剪力墙结构中，也是很重要的一个构件。 |
| 4. | Finite element simulate analysis of small span - to depth ratio coupling beams with special reiforcement
特殊配筋小跨高比洞口连梁的有限元模拟 |
| 5. | The ratio of span - height of an ordinary tie beam is always less 2 . 5 , so the resisting shear is difficult to achieve
由于一般连梁跨高比小于2 . 5 ，使得受剪承载力很难满足。 |
| 6. | Coupling beams " failure mode , shear distortion , ductility and energy dissipation were impacted by different shear - compression ratio from 0 . 15 to 0 . 20
是一种值得推荐的抗震联肢墙小跨高比洞口连梁的配筋形式。 |
| 7. | We respectively allow for each factor that can affect the beam ' s bearing shear capacity before we decide which measure we will apply
从影响连梁受剪承载力的各个因素分别加以考虑，确定在实际工作中所选择的方式。 |
| 8. | As the first and chief component to anti - earthquake in the shear wall structure designing , the coupling wall - beam , which is designed well or not , affects the anti - earthquake performance of a building
摘要连梁作为剪力墙结构抗震设计中的第一道防线和主要耗能构件，其设计的合理与否直接影响到建筑物抗震性能的好坏。 |
| 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. | Aiming at this important problem to be urgently settled in engineering design , the research group in which the author of this thesis is have carried out a series of test investigations on coupling beams with small aspect ratio
针对工程设计中这一急待解决的重要问题，本论文作者所在的研究组对小跨高比连梁进行了系列试验研究。 |
