| 整浇楼板框架节点自控试验研究 |
| |
| 引用本文： | 蒋永生,周绪平.整浇楼板框架节点自控试验研究[J].东南大学学报(自然科学版),1994,24(3):59-64. |
| |
| 作者姓名： | 蒋永生 周绪平 |
| |
| 作者单位： | 东南大学土木工程系，广州市规划勘察设计研究院，江苏省建筑设计研究院 |
| |
| 摘 要： | 根据结构自控理论设计了整浇楼板钢纤维高强混凝土（ＳＦＨＲＣ）节点梁柱组合体，抗震试验表明，这种结构可控制结构的破坏形态，实现结构自控。对整浇楼板框架节点的结构自控设计提供了建议，并给出算例，证实可节省钢材。
|
| 关 键 词： | 框架结构 结构力学 钢筋混凝土 |
Experimental Research on Self-Control of Frame Joint with Casting Slab |
| |
| Jiang Yongsheng,Chen Zhongfan.Experimental Research on Self-Control of Frame Joint with Casting Slab[J].Journal of Southeast University(Natural Science Edition),1994,24(3):59-64. |
| |
| Authors: | Jiang Yongsheng Chen Zhongfan |
| |
| Abstract: | According to theory of structural self-control,the casting slab column-beam unit with steel fiber high reiliforced concrete joint is designed;The test results show that the failure pettern ofthe structure can be controlled and the structural self-control can be achieved,Some suggestions on thedesign method of self-control are developed,The example shows that the suggestions can save steel. |
| |
| Keywords: | framed structures structural control metallic fiber joint core |
| 本文献已被 CNKI 维普 等数据库收录！ |
