| 受弯构件斜截面承载力计算步骤的分析比较 |
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| 引用本文： | 施海云,卞正军. 受弯构件斜截面承载力计算步骤的分析比较[J]. 山西建筑, 2003, 29(14): 20-21 |
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| 作者姓名： | 施海云 卞正军 |
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| 作者单位： | 盐城建筑工程学校 |
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| 摘 要： | 从斜压破坏、剪压破坏等方面分析了受弯构件斜截面破坏的形态，提出了对受弯构件斜截面承载力的计算公式，并阐述了两种斜截面承载力计算步骤，经比较得出各自的特点。
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| 关 键 词： | 受弯构件 斜截面 承载力 配箍率 构造 剪压破坏 钢筋混凝土结构 |
| 文章编号： | 1009-6825(2003)14-0020-02 |
| 修稿时间： | 2003-07-21 |
Comparative analysis on oblique section''s bearing capacity calculation of members in bending |
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| SHI Hai-yun BIAN Zheng-jun. Comparative analysis on oblique section''s bearing capacity calculation of members in bending[J]. Shanxi Architecture, 2003, 29(14): 20-21 |
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| Authors: | SHI Hai-yun BIAN Zheng-jun |
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| Abstract: | The breaking shapes of oblique section of members in bending are analyzed from failure by inclined pressure or by shear. Two formulas are obtained for oblique section's bearing capacity calculation and through comparative analysis respective features are summarized for them. |
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| Keywords: | member in bending oblique section ration of reinforcement constitution |
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