| 框架—剪力墙高层建筑剪力墙构件的计算机辅助设计初探 |
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| 引用本文： | 王全凤. 框架—剪力墙高层建筑剪力墙构件的计算机辅助设计初探[J]. 华侨大学学报(自然科学版), 1990, 11(2): 154-157 |
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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： | 本文提出一个适当的计算机程序来确定框架—剪力墙结构剪力墙的最优刚度,从而决定剪力墙构件断面尺寸和配置钢筋,把建筑物的设计烈度,地基场地土性质、材料性能、结构使用条件和几何条件输入计算机就能直接进行剪力墙构件设计,实现设计过程自动化
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| 关 键 词： | 框架 剪力墙 CAD 抗震 高层建筑 |
Preliminary CAD for Shear Wall Member in Frame-ShearWall System |
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| Wang Quanfeng. Preliminary CAD for Shear Wall Member in Frame-ShearWall System[J]. Journal of Huaqiao University(Natural Science), 1990, 11(2): 154-157 |
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| Authors: | Wang Quanfeng |
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| Affiliation: | Wang Quanfeng |
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| Abstract: | Tnis paper presents an appropriate program for determining the optimum stiffness of shear wall in a frame-shear wall system. The dimension of cross section of shear wall member and the disposition of reinforcement cab be determined thereby, and the entire process of design will be automated. As soon as the relevaut data including the design earthquake intensity, site soil condition, material properties, servise condition and geometricel condition, of the construction are input computer, the shear wall design will be carried out directly by the computer. |
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| Keywords: | frame-shear wall optimization computer aided design |
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