Concrete ring beam joint is a new type of connection for joining the concrete filled steel tubular column and the concrete frame beam.
混凝土环梁节点是钢管混凝土柱与混凝土梁连接的一种新型节点。
The traditional analysis and design of steel frame assume beam-column connections are fully rigid or ideal pin connection.
传统的钢框架分析和设计都假定梁与柱的连接是完全刚性的，或是按理想铰接的。
Base on the calculation of an example, suggestions on range of sideway ratio of stories up and down in transfer story of frame-core tube structure with column supporting transfer beam is obtained.
通过实例计算分析，给出了带托柱式转换梁的框架-核心筒结构的转换层上、下层间侧移角比的取值范围建议。
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