|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2009年08 期
| 标题 |
| 地下工程中钢管混凝土柱—RC梁节点选型及力学性能研究(49 卷) |
| 英文标题 |
| Type selection of connective structure between concrete-filled steel tubular column and RC (Reinforced Concrete) beam in underground works and its mechanical behaviour |
| 摘要 |
| 归纳了地下工程中钢管混凝土柱—钢筋混凝土梁连接节点的常用形式，并对每种节点的优缺点进行了比较，以方便工程应用中进行合理选择。结合某交通枢纽轨道换乘中心采用的典型钢管混凝土柱—RC梁单梁及双梁节点模型试验结果，分析了单梁及双梁节点在单调荷载及往复荷载作用下的 |
| 作者 |
| 新闻作者:王文达，王旭生，于清 |
| 关键字 |
