| 钢骨混凝土受弯构件正截面承载力计算的一种新方法 |
| |
| 引用本文： | 徐麟,张仲先,阮成堂,王向峰.钢骨混凝土受弯构件正截面承载力计算的一种新方法[J].工业建筑,2003,33(2):65-67,70. |
| |
| 作者姓名： | 徐麟 张仲先 阮成堂 王向峰 |
| |
| 作者单位： | 华中科技大学,土木工程与力学学院,武汉,430074 |
| |
| 摘 要： | 在对钢骨混凝土 (SRC)梁正截面承载力计算方法即简单叠加法和一般叠加法进行介绍的基础上 ,分析了这些计算方法存在的不足和缺陷 ,研究并推导出了一组更为精确和合理的SRC梁正截面承载力的计算公式 ,并将这一新的计算方法与简单叠加法和一般叠加法进行了对比分析和讨论 ,阐述了其存在的突出优点。
|
| 关 键 词： | 钢骨混凝土梁 受弯构件 正截面承载力 改进叠加法 钢骨屈服高度 |
A NEW METHOD OF CALCULATING NORMAL SECTION BEARING CAPACITY OF SRC BENDING MEMBERS |
| |
| Xu Lin\ Zhang Zhongxian\ Ruan Chengtang\ Wang Xiangfeng.A NEW METHOD OF CALCULATING NORMAL SECTION BEARING CAPACITY OF SRC BENDING MEMBERS[J].Industrial Construction,2003,33(2):65-67,70. |
| |
| Authors: | Xu Lin\ Zhang Zhongxian\ Ruan Chengtang\ Wang Xiangfeng |
| |
| Abstract: | A set of more accurate and reasonable formulas for calculating normal section bearing capacity of steel reinforced concrete (SRC) beams is derived based on the introduction to the simple and ordinary superposition methods of computing the normal section bearing capacity of the SRC beams, the defects of these methods are also analyzed.The new method is compared with the simple and ordinary superposition ones by which the outstanding advantages of the new one are expounded. |
| |
| Keywords: | SRC beam\ bending member\ normal section bearing capacity\ modified superposition method\ yield height of steel skeleton |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
