| 钢筋混凝土连续双向板设计弯距的合理性探讨 |
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| 引用本文： | 杨小敏,孙博.钢筋混凝土连续双向板设计弯距的合理性探讨[J].邵阳学院学报(自然科学版),2006,3(1):66-67. |
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| 作者姓名： | 杨小敏 孙博 |
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| 作者单位： | 1. 洪江市建设工程质量监督站,湖南,洪江,418100
2. 深圳市建筑设计总院第二设计院,广东,深圳,518028 |
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| 摘 要： | 以四边固定的连续双向板为例，基于钢筋混凝土连续双向板的受力特点，针对钢筋混凝土连续双向板设计弯距计算中的常见错误进行了对比分析，表明了严格按照现行规范进行设计的重要性．
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| 关 键 词： | 连续双向板 设计弯距 合理性 |
| 文章编号： | 1672-7010（2006）01-0066-02 |
| 收稿时间： | 2005-11-12 |
| 修稿时间： | 2005年11月12 |
Study on the Rationality of Design Moments of Continuous Two-way Reinforced Concrete Slabs |
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| YANG Xiao-min,SUN Bo.Study on the Rationality of Design Moments of Continuous Two-way Reinforced Concrete Slabs[J].Journal of Shaoyang University:Science and Technology,2006,3(1):66-67. |
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| Authors: | YANG Xiao-min SUN Bo |
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| Abstract: | On the basis of its working characteristics, An example of continuous two- way slabs fixed on four side is given for design. Then, usual problems is analyzed contrastively in calculating the design moments of continuous two- way reinforced concrete slabs, which demonstrate importance to design the two- way slabs according to the concerned code strictly. |
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| Keywords: | continuous two- way slab design moment rationality |
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