| 幕墙自平衡体系结构承载性能研究 |
| |
| 引用本文： | 刘军朴.幕墙自平衡体系结构承载性能研究[J].湖南理工学院学报,2007,20(1):87-90. |
| |
| 作者姓名： | 刘军朴 |
| |
| 作者单位： | 常德市规划建筑设计院有限责任公司 湖南常德415000 |
| |
| 摘 要： | 对幕墙自平衡体系结构承载性能进行研究有利于其设计。利用ANSYS软件对幕墙自平衡体系结构的承载性能进行了探讨,并讨论了幕墙自平衡体系结构矢高、拉索截面积、平衡杆截面积、拉索预应力、玻璃面板厚度等因素对其承载性能的影响,得到了一些有实用意义的结论。
|
| 关 键 词： | 点式幕墙 自平衡体系结构 承载性能 影响因素 |
| 文章编号： | 1672-5298（2007）01-0087-04 |
| 收稿时间： | 2006-10-10 |
| 修稿时间： | 2006年10月10 |
Study on load-bearing capacity for the curtain wall self-balance structure |
| |
| LIU Jun-pu.Study on load-bearing capacity for the curtain wall self-balance structure[J].Journal of Hunan Institute of Science and Technology,2007,20(1):87-90. |
| |
| Authors: | LIU Jun-pu |
| |
| Abstract: | It is in favor of the design studying on the load-bearing capacity for the curtain wall self-balance structure.By resorting to ANSYS software,the load-bearing capacity for the curtain wall self-balance structure was researched.And something that affect its load-bearing capacity,such as the height of cable truss,the sectional area of cable,the sectional area of balance bar,as well as the prestress of cable and the thickness of glass were discussed.Some practical conclusions were gained. |
| |
| Keywords: | point-supporting curtain self-balance structure load-bearing capacity influence factors |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
