| 高层框筒结构正交各向异性等效模型的解析解 |
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| 引用本文： | 蔡松柏,石灿琪.高层框筒结构正交各向异性等效模型的解析解[J].湖南农业大学学报(自然科学版),1997,24(4). |
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| 作者姓名： | 蔡松柏 石灿琪 |
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| 作者单位： | 湖南大学土木工程系 |
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| 摘 要： | 基于正交各划性连续化等效模型，将高层框筒结构转换成弹性力学平面应力平板组合结构，并采用应力函数法获得了解析解。
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| 关 键 词： | 高层框筒 正交各异性 连续性模型 解析解 |
Analytical Solution for Equivalent Orthotropic Plane Stress Continuous Medium Model of Tall Frame Shear Wall Structures |
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| Cai,Songbai,Shi,Canqi,Wang,Xuanmin.Analytical Solution for Equivalent Orthotropic Plane Stress Continuous Medium Model of Tall Frame Shear Wall Structures[J].Journal of Hunan Agricultural University,1997,24(4). |
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| Authors: | Cai Songbai Shi Canqi Wang Xuanmin |
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| Abstract: | The analytical solution for the internal forces and displacements of the tall frame shear wall structures is obtained by employing the plane stress theory of orthotropic continuous medium. |
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| Keywords: | tall frame shear wall structure orthotropic continuons medium model analytical solution |
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