| 非抗震钢筋混凝土受弯构件最小配筋率分析 |
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| 引用本文： | 黄玲.非抗震钢筋混凝土受弯构件最小配筋率分析[J].南昌航空工业学院学报,2005,19(1):31-34. |
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| 作者姓名： | 黄玲 |
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| 作者单位： | 南昌航空工业学院土建系 江西南昌330034 |
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| 摘 要： | 钢筋混凝土梁的配筋率是影响承载力的主要因素，配筋率的变化会使粱的承载力和受力性能都发生变化。本文通过对新旧混凝土结构设计规范中受弯构件最小配筋率的对比，对新旧规范的取值调整进行了理论分析，为广大工程设计人员加深对新规范的理解提供理论参考。
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| 关 键 词： | 钢筋混凝土受弯构件 最小配筋率 抗震 钢筋混凝土梁 工程设计人员 混凝土结构 发生变化 受力性能 设计规范 承载力 新规范 |
| 文章编号： | 1001-4926(2005)01-0031-04 |
| 修稿时间： | 2004年12月20 |
A study of minimal ratio of tensile reinforcement in reinforced concrete beam |
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| HUANG Lin.A study of minimal ratio of tensile reinforcement in reinforced concrete beam[J].Journal of Nanchang Institute of Aeronautical Technology(Natural Science Edition),2005,19(1):31-34. |
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| Authors: | HUANG Lin |
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| Abstract: | The ratio of longitudinal tensile reinforcement in the reinforced concrete beams is the main factor influencing the bearing force. The change of the ratio of reinforcement will result in the change of the bearing force and the bearing performance. This paper, by comparing the minimal ratios of tensile reinforcement in the reinforced concrete beams stipulated in the new and old codes for the design of the concrete reinforcement, discusses the problem of adopting ratio of reinforcement in order to provide reference for the designers to understand the new codes. |
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| Keywords: | minimal ratio of reinforcement reinforced concrete new codes difference |
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