| 钢管混凝土压弯构件荷载—挠度曲线的全过程分析 |
| |
| 引用本文： | 窦立军 雷艳. 钢管混凝土压弯构件荷载—挠度曲线的全过程分析[J]. 吉林建筑工程学院学报, 1997, 0(3): 17-24 |
| |
| 作者姓名： | 窦立军 雷艳 |
| |
| 作者单位： | [1]长春建筑高等专科学校 [2]基础部 |
| |
| 摘 要： | 本文主要采用筒支梁式加载方案，研究钢管混凝土压弯构件荷载－挠度关系曲线，试验的主要参数是轴压比、剪跨比和含钢率。最后通过理论计算和对试验数据进行回归分析得到极限承载力、极限位移的计算公式和荷载－挠度关系曲线。
|
| 关 键 词： | 全过程分析 钢管混凝土 压弯构件 荷载－挠度关系曲线 |
Experiment and Analysis on Relationship Between Load and Deflection of Concrete Filled Steel Tublar Column-Beam Members |
| |
| Dou Lijun. Experiment and Analysis on Relationship Between Load and Deflection of Concrete Filled Steel Tublar Column-Beam Members[J]. Journal of Jilin Architectural and Civil Engineering, 1997, 0(3): 17-24 |
| |
| Authors: | Dou Lijun |
| |
| Affiliation: | Dou Lijun (Changchun Architectural and Civil Engineering College)Lei Yan (Basic Courses Department) |
| |
| Abstract: | Based on the experimental results,the relationship between load and deflec- tion of concrete filled steel tublar column-beam members is obtained in this paper.The calculating formulas of limit load and limit deflection are also obtained here. |
| |
| Keywords: | concrete filled steel tublar beam-column member curve of relationship between load and deflection |
| 本文献已被 CNKI 维普 等数据库收录！ |
