| 1. | Study on seismic behavior of recycled concrete frame joints
再生混凝土框架节点抗震性能研究 |
| 2. | Nonlinear finite elements analysis of modified steel frame connection
改进型高层钢框架节点非线性有限元分析 |
| 3. | Experimental study on the seismic resistance behavior of steel fiber reinforced concrete frame joints
钢纤维混凝土框架节点抗震性能试验研究 |
| 4. | The approach of the anchoring length of the beam ' s lower longithdinal reinforaing steel bars in the reinforced concrete frame nodes undler earthqnake loads
在地震作用下钢筋砼框架节点梁下纵筋锚固长度探讨 |
| 5. | 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。 |
| 6. | 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。 |
| 7. | Based on comprehensive literature research , this dissertation carried out the experimental study and three - dimension finite element analysis of the behavior of subassemblage and prestressed frame joints under loads
本文在广泛阅读国内外文献的基础上，进行了预压装配式框架节点受力性能试验研究及三维有限元分析。 |
| 8. | This paper attempts to research the seismic behavior of joints between concrete - filled steel tubular core columns and prestressed concrete beams under reversed cyclic loads , in order to make the joints become a good kind of seismic system
本文旨在对钢管混凝土核心柱与预应力混凝土梁框架节点在低周反复荷载作用下的抗震性能进行研究，以便使这种节点最终成为一种完善的抗震体系。 |
| 9. | The research indicates that the subassemblage and prestressed frame joint has good seismic performances and anti - crack behaviors , providing theoretical support and test data for the spreading and appling the subassemblage and prestressed concrete frames in our country
本文研究表明，预压装配式框架节点具有良好抗震性能和抗裂能力，为预压装配式预应力混凝土结构在我国的推广应用提供理论依据和试验资料。 |
| 10. | As the research of the joint property in this kind of structure is not enough , this paper mainly discussed the static property of frame column connection in concrete - filled square tubular structure , especially the load - carrying capacity of joint region
钢管混凝土结构在当今世界各地得到越来越广泛的应用，然而在我国对这方面的研究并不充分。为此，本文对矩形钢管混凝土柱框架节点域的受力性能及节点域的承载力进行了研究。 |
