|
|||||
|
|
| 劲性钢筋轻骨料混凝土抗弯构件承载力计算 | |
| 引用本文： | 田将. 劲性钢筋轻骨料混凝土抗弯构件承载力计算[J]. 山西建筑, 2006, 32(21): 51-52 |
| 作者姓名： | 田将 |
| 作者单位： | 中国石化工程建设公司,北京 100000 |
| 摘 要： | 根据型钢在构件截面中位置的不同，介绍了型钢充满型和型钢非充满型两种情况下的轻骨料混凝土抗弯构件承载力计算方法，经过验证，文中所推导的公式是适用的。 |
| 关 键 词： | 屈服强度 构件截面 型钢 |
| 文章编号： | 1009-6825(2006)21-0051-02 |
| 修稿时间： | 2006-04-28 |
Bearing capacity calculation of steel composite and light skeletal material concrete flexural cross-section |
|
| TIAN Jiang. Bearing capacity calculation of steel composite and light skeletal material concrete flexural cross-section[J]. Shanxi Architecture, 2006, 32(21): 51-52 | |
| Authors: | TIAN Jiang |
| Abstract: | According to the difference of profiled bar position in constructional element cross-section,it introduces the bearing capacity calculation method of steel composite and light skeletal material concrete flexural cross-section on the two case that are overflowing profiled bar and not overflowing profiled bar.After verification,the formulas deduced in this text are right. |
| Keywords: | yield strength cross-section of constructional element profiled bar |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |