| 两种曲线钢梁稳定承载力的比较和影响其承载力的因素 |
| |
| 引用本文： | 侯志豪,李卫文.两种曲线钢梁稳定承载力的比较和影响其承载力的因素[J].科技情报开发与经济,2007,17(32):170-171. |
| |
| 作者姓名： | 侯志豪 李卫文 |
| |
| 作者单位： | 1. 山西省建筑设计研究院,山西,太原,030013
2. 太原理工大学,山西,太原,030024 |
| |
| 摘 要： | 对不同圆心角的工字形水平钢曲梁和箱形水平钢曲梁的极限承载力进行了比较,并讨论了各种因素对曲梁稳定承载力的影响。
|
| 关 键 词： | 曲线钢梁 稳定承载力 非线性理论 |
| 文章编号： | 1005-6033（2007）32-0170-02 |
| 收稿时间： | 2007-08-17 |
| 修稿时间： | 2007年8月17日 |
Comparison of the Stable Bearing Capacity of Two Kinds of Curved Steel Beams and the Factors Influencing Their Bearing Capacity |
| |
| HOU Zhi-hao,LI Wei-wen.Comparison of the Stable Bearing Capacity of Two Kinds of Curved Steel Beams and the Factors Influencing Their Bearing Capacity[J].Sci-Tech Information Development & Economy,2007,17(32):170-171. |
| |
| Authors: | HOU Zhi-hao LI Wei-wen |
| |
| Abstract: | This paper makes the comparison of the ultimate bearing capacity of H-type horizontal curved steel beam and box-type horizontal curved steel beam with different central angles,and discusses the influence of various factors on the stable bearing capacity of the curved beam. |
| |
| Keywords: | curved steel beam stable bearing capacity nonlinear theory |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
