| 四边简支矩形单向预应力双向叠合板的弹性设计方法 |
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| 引用本文： | 周鲲鹏,吴方伯.四边简支矩形单向预应力双向叠合板的弹性设计方法[J].邵阳学院学报(自然科学版),2006,3(1):63-65. |
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| 作者姓名： | 周鲲鹏 吴方伯 |
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| 作者单位： | 湖南大学,土木工程学院,湖南,长沙,410082 |
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| 摘 要： | 分析了当前预应力混凝土叠合板设计中存在的问题，结合预应力混凝土叠合板的工作特性,根据弹性薄板原理，按正变异性板推导出了四边简支单向预应力矩形板的弯距分配公式，最后运用实例验证了这种弹性设计方法的合理性．
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| 关 键 词： | 单向预应力混凝土双向叠合板 四边简支 矩形板 弹性薄板理论 |
| 文章编号： | 1672-7010（2006）01-0063-03 |
| 收稿时间： | 2006-12-02 |
| 修稿时间： | 2006年12月2日 |
Elastic Design Method of Rectangular Unidirectional Prestressed Two-way Concrete Composite Slab Simply Supported on Four Sides |
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| ZHOU Kun-peng,WU Fang-bo.Elastic Design Method of Rectangular Unidirectional Prestressed Two-way Concrete Composite Slab Simply Supported on Four Sides[J].Journal of Shaoyang University:Science and Technology,2006,3(1):63-65. |
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| Authors: | ZHOU Kun-peng WU Fang-bo |
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| Abstract: | There are several present problems in construction and design of prestressed concrete composite slab floor, On the basis of working characteristics of prestressed concrete composite slabs, its moment distribution coefficient is derived as an orthotropic elastic plate by applying theory of elastic plates, then a example is given to demonstrate the rationality of the design method. |
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| Keywords: | unidirectional prestressed two-way concrete composite slab simply supported on four sides rectangular slab theory of elastic plates |
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