| 预应力钢骨混凝土结构转换梁的设计和分析 |
| |
| 引用本文： | 张松林 舒赣平. 预应力钢骨混凝土结构转换梁的设计和分析[J]. 工业建筑, 1997, 27(7): 16-17,56 |
| |
| 作者姓名： | 张松林 舒赣平 |
| |
| 作者单位： | [1]南京建筑设计研究院 [2]东南大学 |
| |
| 摘 要： | 为推广预应力钢骨混凝土的应用，对结构转换层中采用预应力钢骨混凝土梁的设计进行了介绍。通过分析比较证明了钢骨混凝土梁在性能上优于钢筋混凝土梁
|
| 关 键 词： | 钢骨混凝土梁 钢筋混凝土梁 预应力 转换层 延性 |
THE ANALYSIS AND DESIGN OF THE STEEL REINFORCED CONCRETE BEAMS USED IN THE STRUCTURAL CONVERTING STOREY |
| |
| Zhang Songlin. THE ANALYSIS AND DESIGN OF THE STEEL REINFORCED CONCRETE BEAMS USED IN THE STRUCTURAL CONVERTING STOREY[J]. Industrial Construction, 1997, 27(7): 16-17,56 |
| |
| Authors: | Zhang Songlin |
| |
| Affiliation: | Zhang Songlin (Nanjing Architectural Design and Research 210005) Shu Ganping (Southeast University 210096) |
| |
| Abstract: | In order to popularize the application of prestressed steel reinforced concrete, the design of prestressed steel reinforced concrete beams used in structural converting storey is introduced herein. By analysis and comparision, it proves that the prestressed steel reinforced concrete beam is better in properties than that of general concrete beam. |
| |
| Keywords: | steel reinforced concrete beam reinforced concrete beam prestress converting storey property of stretching |
| 本文献已被 CNKI 维普 等数据库收录！ |
