| 正交各向异性夹层板的基本方程 |
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| 引用本文： | 刘畅,钟善桐,等.正交各向异性夹层板的基本方程[J].吉林建筑工程学院学报,1997(4):1-6. |
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| 作者姓名： | 刘畅 钟善桐 |
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| 作者单位： | [1]建工系 [2]哈尔滨建筑大学 |
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| 摘 要： | 正交各向异性夹层板具有较好的强度、刚度和稳定性，已居一些重要承力结构中应用。本文建立的正交各向异性夹层板的基本方程，充分考虑了板层和芯层的正交各向异性，具有较强的应用性、普遍性。
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| 关 键 词： | 基本方程 正交各向异性 夹层板 弯曲理论 |
The Basic Equation of the Double-Layered Slab with Right-Angles and Difference in Nature Each Direction |
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| Liu Chang.The Basic Equation of the Double-Layered Slab with Right-Angles and Difference in Nature Each Direction[J].Journal of Jilin Architectural and Civil Engineering,1997(4):1-6. |
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| Authors: | Liu Chang |
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| Affiliation: | Liu Chang(Department of Civil Engineering)Zhong Shantong Miao Ruoyu(Harbin Architecture and Engineering University) (The People's Goverment of Changchun City) |
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| Abstract: | The double-layered slab with right-angles and difference in nature each direc-tion has well strength, rigidity and stability, so it has been applied to some important support structures. The equation of the double-layered slab with right-angles and differ-ence in nature each direction, which is set up in this article, has fully considered the right-angles and difference in nature each direction of both slab-layer and middle layer. So. it is provided with powerful applicability and universality. |
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| Keywords: | right angles and difference in nature each direction double-layered slab bending theory |
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