| 钢筋混凝土连续双向板支座负弯矩钢筋长度的合理确定 |
| |
| 引用本文： | 赵丽芳. 钢筋混凝土连续双向板支座负弯矩钢筋长度的合理确定[J]. 河北建筑工程学院学报, 1997, 0(4) |
| |
| 作者姓名： | 赵丽芳 |
| |
| 作者单位： | 宣化建筑设计院 |
| |
| 摘 要： | 本文分析了钢筋混凝土连续双向板在均布荷载作用下应力分布的特点,提出了支座负钢筋长度的合理取值。
|
| 关 键 词： | 双向板 支座 负钢筋 |
The Reasonable Oletermination of the Length of Negative Reinforcement for the Support of the Continuous Two-way Slab of the Reinfoced Concrete |
| |
| Zhao LifangXuanHua designing institute of architecture and engineering. The Reasonable Oletermination of the Length of Negative Reinforcement for the Support of the Continuous Two-way Slab of the Reinfoced Concrete[J]. Journal of Hebei Institute of Architectural Engineering, 1997, 0(4) |
| |
| Authors: | Zhao LifangXuanHua designing institute of architecture and engineering |
| |
| Affiliation: | Zhao LifangXuanHua designing institute of architecture and engineering |
| |
| Abstract: | This paper analyses the distribution character of the stress under the action of the uniform load of the continccous two-way slab of the reinforced conrete,and raises the reasonable determination of the length of negative reinforcement of the support . |
| |
| Keywords: | two-way slab support negative reinforcement |
| 本文献已被 CNKI 等数据库收录！ |
