| 高层框筒结构正交各向异性连续化等效模型的解析解 |
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| 引用本文： | 蔡松柏,贺仲安.高层框筒结构正交各向异性连续化等效模型的解析解[J].贵州大学学报(自然科学版),1998,15(1):27-33. |
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| 作者姓名： | 蔡松柏 贺仲安 |
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| 作者单位： | [1]湖南大学土木工程系 [2]长沙市园蕊场建筑装饰工程公司 |
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| 摘 要： | 本文基于正交各向异性连续化学等效模型，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。其计算结果可供工程师和设计人员参考。
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| 关 键 词： | 正交各向异性 连续化模型 解析解 高层框筒结构 |
Analytical Solution For Equivalent Orthotropic Plane Stress Continuous Mediun Model of Tall Frame-shear Wall Structures |
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| Cai Songbai, Wang Xuemin.Analytical Solution For Equivalent Orthotropic Plane Stress Continuous Mediun Model of Tall Frame-shear Wall Structures[J].Journal of Guizhou University(Natural Science),1998,15(1):27-33. |
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| Authors: | Cai Songbai Wang Xuemin |
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| Institution: | Department of ciuil Engineering Institute of Structure Engineering 410082 |
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| Abstract: | In this paper. The analytical solution for the intrenal forces and displaements of the tall frame-shear wall structures is obtained by employing the plane stress theory of orthotropic continuous medium. The methods and the results given in this peper are very useful to engineers and designers. |
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| Keywords: | Tall frame-shear structure Othotropic Continuous medium model Analytical solution |
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