| 连续双向板支座负弯矩钢筋的断点 |
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| 引用本文： | 茹恩华. 连续双向板支座负弯矩钢筋的断点[J]. 青岛理工大学学报, 1995, 0(4) |
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| 作者姓名： | 茹恩华 |
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| 作者单位： | Dept. of Architectural Engineering，QIAE |
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| 摘 要： | 讨论了钢筋砼连续双向板当棋盘式布置活荷载时的破坏构及其与负弯矩钢筋断点的关系．通过塑性理论分析（屈服线法）给出负弯矩钢筋断点的解析式子．
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| 关 键 词： | 屈服线，破坏机构，连续双向板 |
Negative Bending Moment Reinforcement Cut Point of Concrete Slab |
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| Ru Enhua. Negative Bending Moment Reinforcement Cut Point of Concrete Slab[J]. Journal of Qingdao Technological University, 1995, 0(4) |
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| Authors: | Ru Enhua |
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| Abstract: | This paper analyses the failure mechanism of concrete continuous slab fored by two directions with chessboard live load and the relations of the failure mechanism to cut point of negative bending moment reinforcement. And the analytical formula of cut point of negative bending moment reinforcement is given for design reference |
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| Keywords: | yield line failure mechanism continuous double slab |
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