| 现浇钢筋混凝土空心无梁楼盖设计弯矩分析 |
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| 引用本文： | 陈静茹,熊火清,彭少民.现浇钢筋混凝土空心无梁楼盖设计弯矩分析[J].武汉理工大学学报,2002,24(7):24-26. |
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| 作者姓名： | 陈静茹 熊火清 彭少民 |
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| 作者单位： | 1. 武汉理工大学
2. 武汉市建筑设计院 |
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| 摘 要： | 现浇混凝土空心无梁楼盖是一种新型的无梁楼盖形式，探讨了预埋管成孔后的空心无梁楼盖的计算模型和计算方法，并导出了经验系数法现浇钢筋混凝土空心无梁楼盖板的设计弯矩取值。
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| 关 键 词： | 现浇钢筋混凝土空心无梁楼盖 设计弯矩 等代框架法 计算模型 计算方法 |
| 文章编号： | 1671-4431(2002)07-0024-03 |
| 修稿时间： | 2001年12月28 |
The Analysis of Design Bending Moment in In-place Concrete Hollowed Flat Floor |
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| Chen Jingru Xiong Huoqing Peng Shaomin School of Civil Engineering and Architecture,WUT,Wuhan ,China..The Analysis of Design Bending Moment in In-place Concrete Hollowed Flat Floor[J].Journal of Wuhan University of Technology,2002,24(7):24-26. |
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| Authors: | Chen Jingru Xiong Huoqing Peng Shaomin School of Civil Engineering and Architecture WUT Wuhan China |
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| Affiliation: | Chen Jingru Xiong Huoqing Peng Shaomin School of Civil Engineering and Architecture,WUT,Wuhan 430070,China. |
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| Abstract: | The in-place concrete hollowed flat floor is a new style of flat floor. The calculating model and the calculating method of the flat floor is studied after the floor is hollowed .The design bending moment of hollowed flat floor calculated by the experience coefficient method is demonstrated. |
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| Keywords: | in-place concrete hollowed flat floor equivalent frame bending moment of floor |
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