| 关于钢筋混凝土扩展基础抗弯计算的讨论 |
| |
| 引用本文： | 张利.关于钢筋混凝土扩展基础抗弯计算的讨论[J].四川建筑科学研究,2006,32(3):98-100. |
| |
| 作者姓名： | 张利 |
| |
| 作者单位： | 长春工程学院,吉林长春130012 |
| |
| 摘 要： | 目前钢筋混凝土扩展基础抗弯计算有不合理之处，本文作者对基础底板在弯矩作用下的受力特征进行了分析比较，根据破坏模式提出了抗弯计算的改进方法。
|
| 关 键 词： | 钢筋混凝土 基础 弯矩 配筋 计算 |
| 文章编号： | 1008-1933（2006）03-0098-03 |
| 收稿时间： | 2005-01-10 |
| 修稿时间： | 2005-01-10 |
Discussion on the flexural calculation of reinforced concrete spread foundation |
| |
| ZHANG Li.Discussion on the flexural calculation of reinforced concrete spread foundation[J].Building Science Research of Sichuan,2006,32(3):98-100. |
| |
| Authors: | ZHANG Li |
| |
| Affiliation: | Changehun Institute of Technology, Changehun 130012, China |
| |
| Abstract: | The flexural calculation of reinforced concrete spread foundation has unreasonable part at present. This article has discussed and compared the force characteristic of the foundation plate under the moment, and has provided the improved method of flexural calculation according to the failure model. |
| |
| Keywords: | reinforced concrete foundation moment steel bar calculation |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
