Based on the experimental research, the loading capacity method for composite connections between concrete filled steel tube columns and shear wall has been given.3.
2.在试验研究的基础上,给出了钢管混凝土边框和剪力墙组合节点承载力计算方法。
参考来源 - 钢管混凝土边框与剪力墙组合节点抗震性能试验研究·2,447,543篇论文数据，部分数据来源于NoteExpress
The models of moment-rotation relationship of flush end-plate composite connections were put forward for the monotonic loading and cyclic loading.
目的研究半刚性连接弯矩-转角关系，为半刚性组合框架设计提供依据。
Systemic experimental research on 6 different composite connections between concrete filled steel tube columns and shear wall under low cycle reversed loading have been done.
完成了6个由不同形式抗剪连接键连接的钢管混凝土边框与剪力墙组合节点在低周反复荷载下的抗震性能试验。
Integration and service composition can be implemented directly by point-to-point connections and composite services.
集成及服务复合体可以直接由点对点的连接以及服务的复合来实现。
应用推荐