| 预应力型钢混凝土梁抗弯承载力计算方法探讨 |
| |
| 引用本文： | 朱筱俊,武川川,吴见丰,梁书亭,庞瑞.预应力型钢混凝土梁抗弯承载力计算方法探讨[J].钢结构,2010,25(10):6-10. |
| |
| 作者姓名： | 朱筱俊 武川川 吴见丰 梁书亭 庞瑞 |
| |
| 作者单位： | 1. 东南大学建筑设计研究院,南京,210096
2. 东南大学土木工程学院,南京,210096 |
| |
| 基金项目： | 江苏省“六大人才高峰”资助项目(1105000150) |
| |
| 摘 要： | 在已有预应力混凝土结构和型钢混凝土结构理论分析的基础上,提出基于YB 9082-2006《钢骨混凝土结构设计规程》和JGJ 138-2001《型钢混凝土组合结构技术规程》的预应力型钢混凝土梁抗弯承载力计算方法,并与试验结果对比,计算结果与试验结果吻合良好,从而为预应力型钢混凝土梁的实际工程应用提供理论基础。
|
| 关 键 词： | 预应力型钢混凝土梁 预应力 抗弯承载力 |
STUDY ON THE BENDING CAPACITY CALCULATION METHOD OF PRESTRESSED STEEL REINFORCED CONCRETE BEAMS |
| |
| Zhu Xiaojun,Wu Chuanchuan,Wu Jianfeng,Liang Shuting,Pang Rui.STUDY ON THE BENDING CAPACITY CALCULATION METHOD OF PRESTRESSED STEEL REINFORCED CONCRETE BEAMS[J].Steel Construction,2010,25(10):6-10. |
| |
| Authors: | Zhu Xiaojun Wu Chuanchuan Wu Jianfeng Liang Shuting Pang Rui |
| |
| Affiliation: | Zhu Xiaojun1 Wu Chuanchuan2 Wu Jianfeng2 Liang Shuting2 Pang Rui2 (1.Architectural Design and Research Institute,Southeast University,Nanjing 210096,China,2.School of Civil Engineering,China) |
| |
| Abstract: | According to the computational theory of prestressed reinforced concrete beams and steel reinforced concrete beams,it was proposed the calculation method of prestressed steel reinforced concrete(PSRC)beams based on current Technical Specification of Steel-Reinforced Concrete Structures(YB 9082-2006) and Technical Specification for Steel Reinforced Concrete Composite Structures(JGJ 138-2001),and the calculations by the formulas are in good agreement with the testing results,which provide theoretical foundati... |
| |
| Keywords: | prestressed steel reinforced concrete beam prestressing bending capacity |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
