| 高层结构剪力墙最优刚度的数学模型法 |
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| 引用本文： | 王全凤. 高层结构剪力墙最优刚度的数学模型法[J]. 华侨大学学报(自然科学版), 1994, 15(2): 189-191 |
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| 作者姓名： | 王全凤 |
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| 作者单位： | 华侨大学土木工程系 |
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| 摘 要： | 通过用数学模型法求解高层结构剪力墙的最优刚度，阐明唯物辩证法在建立求解高层结构剪力墙最优刚度数学模型过程中的运用，在工程设计中具有明显的经济效益．
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| 关 键 词： | 剪力墙 刚度 数学模型 高层建筑 |
Mathematical Modeling for Solving Optimal Stiffnessof Shear Wall in a Tall Building |
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| Wang Quanfeng. Mathematical Modeling for Solving Optimal Stiffnessof Shear Wall in a Tall Building[J]. Journal of Huaqiao University(Natural Science), 1994, 15(2): 189-191 |
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| Authors: | Wang Quanfeng |
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| Abstract: | In the light of materialist dialectical thinking,a mathematical model is formed for solving the optimal stiffness of shear wall in a tall building.The significance of materialist dialectics in the formation of this mathematiCal model and obvious economic benefit of its application to engineering design are clarified. |
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| Keywords: | tall building shear wall optimal stiffness mathematical model |
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