| 关于钢筋砼构件正截面抗弯计算问题的探讨 |
| |
| 引用本文： | 王宜军.关于钢筋砼构件正截面抗弯计算问题的探讨[J].宜春学院学报,2005,27(6):56-57. |
| |
| 作者姓名： | 王宜军 |
| |
| 作者单位： | 宜春学院土木工程系,江西,宜春,336000 |
| |
| 摘 要： | 本文针对钢筋砼受弯构件正截面计算中一些没考虑到的因素产生的超筋和少筋构件提出了一些预防措施.
|
| 关 键 词： | 砼构件 正截面抗弯 相对受压区高度 相对界限受压区高度 |
| 文章编号： | 1671-380X（2005）06-0056-02 |
| 收稿时间： | 2005-09-09 |
| 修稿时间： | 2005年9月9日 |
Discussion on calculation of bending strength of the straight section of concrete member |
| |
| WANG Yi-jun.Discussion on calculation of bending strength of the straight section of concrete member[J].Journal of Yichun University,2005,27(6):56-57. |
| |
| Authors: | WANG Yi-jun |
| |
| Institution: | Department of Architecture Engineering, Yichun university, Yichun, 336000 china |
| |
| Abstract: | This paper proposed some preventive measures for over reinforced member and insufficient reinforced member caused by neglect of some questions in calculation of bending strength of the straight section of concrete member. |
| |
| Keywords: | concrete member bending resistance of the straight section relatively height of compressive region relatively height of ultimate compressive region |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
