| 关于钢筋混凝土受扭构件承载力计算的商榷 |
| |
| 引用本文： | 金全兵,侯根然.关于钢筋混凝土受扭构件承载力计算的商榷[J].山西建筑,2007,33(14):62-63. |
| |
| 作者姓名： | 金全兵 侯根然 |
| |
| 作者单位： | 1. 河南同力建筑设计有限公司,河南开封,475004
2. 黄河水利职业技术学院,河南开封,475004 |
| |
| 摘 要： | 根据《混凝土结构设计规范》的规定,指出钢筋混凝土矩形受扭构件承载力计算一般采用“叠加法”,介绍了受扭构件承载力的计算方法和计算公式,结合具体实例,提出了钢筋混凝土受扭构件处于适筋或构造配筋界限状态下的配筋设计的方法及适用范围,以供设计者参考借鉴。
|
| 关 键 词： | 钢筋混凝土 受扭构件 设计 |
| 文章编号： | 1009-6825(2007)14-0062-02 |
| 修稿时间： | 2006-12-18 |
On calculating steel-concrete twisted component capacity |
| |
| JIN Quan-bing,HOU Gen-ran.On calculating steel-concrete twisted component capacity[J].Shanxi Architecture,2007,33(14):62-63. |
| |
| Authors: | JIN Quan-bing HOU Gen-ran |
| |
| Affiliation: | JIN Quan-bingHOU Gen-ran |
| |
| Abstract: | According to the principles of norm of concrete organizing design,it points out that the general calculating methods of steel-concrete twisted component capacity is overlay measures,introduces the methods and formula on calculating steel-concrete twisted component capacity.Combined with the practical example,it brings forward the steel design and methods as well as its using scopes which is for the designer's reference. |
| |
| Keywords: | steel-concrete twisted components design |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
