| 1. | Mechanical analysis of semi - rigid beam - column joints with angular steel connection
角钢连接半刚性梁柱节点的受力性能分析 |
| 2. | Rotation capacity of semi - rigid composite beam - to - column joints with flush endplate connections
平端板连接半刚性梁柱组合节点的转动能力 |
| 3. | Applying the improved robust design method to analyze shear strength of exterior rc beam - column joints
应用改进的稳健设计法分析梁柱外节点抗剪强度 |
| 4. | In conclusion , some constructing and designing suggestion is put out for the strengthening of beam - column joints according to the output of the experiments
文章最后以试验为基础，提供了能够指导实际工程的节点加固设计、施工建议。 |
| 5. | To develop a more thorough understanding of the seismic resistance of src beam - column joints , the study on nonlinear finite element analysis is very imperial
为了对钢骨混凝土节点抗震性能有更好的了解，进行非线性方面的有限元分析是必要的。 |
| 6. | The horizontal shear strength of the exterior reinforced concrete beam - column joints is analyzed by the stress of the conterminal beam and column
摘要针对钢筋混凝土框架结构，根据与框架外节点相连的梁、柱构件的受力状态，分析了外节点核心区所受水平剪力。 |
| 7. | The problem two is the stirrup in the core of beam - column joint was insufficient because of designing or construction . so the shear capacity and ductility of beam - column joint will decrease
框架节点核芯区柱箍漏放或数量不足，引起节点抗剪承载力降低，延性不足。 |
| 8. | For ease of constuction , concrete of beam - column joints and that of beam - slab systems are placed synchronously , i . e . lower strength concrete is used in beam - column joints
在实际工程中，为了施工方便，梁柱节点处的混凝土常常和梁板一起浇筑，即采用强度较低的混凝土。 |
| 9. | This paper analyzes the construction styles and influence factors of shear - carrying capacity for commonly used solid - web steel reinforced concrete beam - column joints
摘要分析了当前较常用配实腹型钢混凝土梁柱节点的构造形式、配实腹型钢混凝土梁柱节点抗剪承载力的影响因素。 |
| 10. | Six isolated and simplified reinforced concrete ( rc ) beam - column joint specimens were tested in order to study the behavior of the rc frames " beam end zones before and after strengthening
为研究钢筋混凝土框架节点区梁端加固前后的性能，共进行了6个梁柱中节点模型试件的试验研究。 |
