| 对称配筋矩形截面小偏心受压构件新算法 |
| |
| 引用本文： | 李汝庚. 对称配筋矩形截面小偏心受压构件新算法[J]. 工业建筑, 1998, 28(5): 43-46 |
| |
| 作者姓名： | 李汝庚 |
| |
| 作者单位： | 广州大学 |
| |
| 摘 要： | 分析了对称配筋矩形截面小偏心受压构件采用规范近似算法的误差来由；将牛顿－秦九韶法用于计算此种构件，从而提高了精度，且运算公式颇为简便。
|
| 关 键 词： | 对称配筋 小偏心受压构件 新算法 |
| 修稿时间： | 1997-08-05 |
NEW METHOD OF CALCULATING MEMBERS IN MICRO ECCENTRICAL COMPRESSION OF SYMMETRICALLY REINFORCED RECTANGULAR CROSS- SECTION |
| |
| Li Rugeng. NEW METHOD OF CALCULATING MEMBERS IN MICRO ECCENTRICAL COMPRESSION OF SYMMETRICALLY REINFORCED RECTANGULAR CROSS- SECTION[J]. Industrial Construction, 1998, 28(5): 43-46 |
| |
| Authors: | Li Rugeng |
| |
| Affiliation: | 广州大学 510091 |
| |
| Abstract: | This article analyses the reasons of the errors in calculating members in micro eccentrical cornpression of symmetrically reinforced rectangular cross section with regular approximate method. Newton Qin Jiu Shao′s method, whose calculation formula is simple, is used so that the level of accuracy is raised. |
| |
| Keywords: | symmetrical reinforcement member in micro eccentrical compression new calculation method |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
