| 浅谈地震区框架柱轴压比限值 |
| |
| 引用本文： | 田少锋.浅谈地震区框架柱轴压比限值[J].洛阳工业高等专科学校学报,2002,12(3):7-8. |
| |
| 作者姓名： | 田少锋 |
| |
| 作者单位： | 洛阳有色金属加工设计研究院,河南,洛阳,471039 |
| |
| 摘 要： | 就地震区框架柱轴压比限值的问题进行分析,提出在采取适当措施的情况下轴压比限值可以适当放宽。
|
| 关 键 词： | 框架柱 轴压比 复合螺旋箍 |
| 文章编号： | 1008-8814(2002)03-0007-02 |
| 修稿时间： | 2002年6月27日 |
The Discussion Ratio of Axial Compressive Force to Axial Compressive Ultimate Capcity of Section to Frame Column in the Earchquake Zone |
| |
| TIAN Shao-feng.The Discussion Ratio of Axial Compressive Force to Axial Compressive Ultimate Capcity of Section to Frame Column in the Earchquake Zone[J].Journal of Luoyang Technology College,2002,12(3):7-8. |
| |
| Authors: | TIAN Shao-feng |
| |
| Abstract: | The problems about ratio of axial compressive force to axial compressive ultimate capcity of section to frame column in the earthquake zone, a theory that ratio of axial compressive force to axial compressive ultimate capcity of section can be increased properly, when some treatment ways are applicated. |
| |
| Keywords: | Frame column Ratio of axial compressive force to axial compressive ultimate capcity of section Compound spiral stirrup |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
