| 异形阳台边梁设计的计算方法 |
| |
| 引用本文： | 吴继忠. 异形阳台边梁设计的计算方法[J]. 茂名学院学报, 2007, 17(3): 80-83 |
| |
| 作者姓名： | 吴继忠 |
| |
| 作者单位： | 广东省化州市建筑工程总公司,广东,化州,525100 |
| |
| 摘 要： | 从工程施工、设计中常见的质量问题分析入手,着重讨论了异形阳台边梁的受力性能,并提出了解决该问题的办法,即采用本人设计的钢筋砼受弯、剪、扭构件配筋实用计算程序。
|
| 关 键 词： | 异形阳台边梁 边梁设计 受力性能 |
| 文章编号： | 1671-6590（2007）03-0080-04 |
| 修稿时间： | 2007-04-112007-04-12 |
Designing Edge Beams for Abnormal Balcony with Computer |
| |
| WU Ji-zhong. Designing Edge Beams for Abnormal Balcony with Computer[J]. Journal of Maoming College, 2007, 17(3): 80-83 |
| |
| Authors: | WU Ji-zhong |
| |
| Affiliation: | Huszhou Construction Corporation, Huazhou 525100,China |
| |
| Abstract: | Abstract: This paper analyzes the quality problems in the project construction and designing process and emphasizes the capacity of stress endurance of the abnormal balcony's edge beams.The author also proposes a solution to the problem that is adopting the practical computation program method of bending,trimming and twisting the components of concrete. |
| |
| Keywords: | abnormal balcony edge beam design of edge beam capacity of stress endurance |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
