| 异形柱—矩形柱转换节点的应力分析 |
| |
| 引用本文： | 熊进刚,金坤玮,李艳.异形柱—矩形柱转换节点的应力分析[J].四川建筑科学研究,2011,37(5):26-28. |
| |
| 作者姓名： | 熊进刚 金坤玮 李艳 |
| |
| 作者单位： | 南昌大学建筑工程学院,江西南昌,330031 |
| |
| 基金项目： | 建设部科技项目建标[2004]84号 |
| |
| 摘 要： | 采用有限元软件ANSYS,对带转换层的混凝土异形柱结构中特有的上部异形柱向下部矩形柱的转换节点受力性能进行分析。建立了十字形柱向矩形柱转换时转换节点的模型,计算了上部异形柱传给框架梁的压力。分析结果对带转换层的混凝土异形柱结构有较好的工程应用价值,并为进一步完善国家行业标准《混凝土异形柱结构技术规程》提供参考。
|
| 关 键 词： | 异形柱 转换节点 框架梁 |
Stress analysis on transfer node from top special-shaped column to foot rectangle column |
| |
| XIONG Jingang,JIN Kunwei,LI Yan.Stress analysis on transfer node from top special-shaped column to foot rectangle column[J].Building Science Research of Sichuan,2011,37(5):26-28. |
| |
| Authors: | XIONG Jingang JIN Kunwei LI Yan |
| |
| Affiliation: | XIONG Jingang,JIN Kunwei,LI Yan(School of Architectural Engineering,Nanchang University,Nanchang 330031,China) |
| |
| Abstract: | Using the finite element software ANSYS,analysis is made on the mechanical properties of transfer nodes from upper special-shaped columns to downside rectangle columns.The modes of transfer nodes from cross type special-shaped columns to rectangle columnss are established.The pressure that is send to frame beams by upper special-shaped columns is calculated.It has important meanings in practical use of concrete special-shaped column structures with transfer story,and can be used as a reference for further c... |
| |
| Keywords: | special-shaped column transfer node frame beam |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
