| 刚结体系高层建筑框架—剪力墙结构分析的边值法 |
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| 引用本文： | 金建三 乔惠芳. 刚结体系高层建筑框架—剪力墙结构分析的边值法[J]. 南京建筑工程学院学报, 1994, 0(2): 48-58 |
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| 作者姓名： | 金建三 乔惠芳 |
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| 作者单位： | 南京建筑工程学院基础课部，安徽土木工程学会 |
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| 摘 要： | 应用边值法，对刚结体系的高层建筑框架──剪力墙结构，建立了受任意载荷作用时的位移递归方程和位移边值方程，编制了计算机程序，给出了算例。
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| 关 键 词： | 高层建筑 框架结构 剪力墙 边值法 |
The Boundary Value Method for Analysis of the Frame-Shear Wall Structure of High Building of Rigid System |
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| Jin Jiansan,Qiao Huifang. The Boundary Value Method for Analysis of the Frame-Shear Wall Structure of High Building of Rigid System[J]. Journal of Nanjing Architectural and Civil Engineering Institute(Natural Science), 1994, 0(2): 48-58 |
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| Authors: | Jin Jiansan Qiao Huifang |
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| Abstract: | Using boundary value method,the displacement recurrence equation and displacement boundary value equation for the frame-shenr wall structure of high bedding ofrigid system,which in applied by arbitrary loading,have been established. The computer program has been coded and a study case has been qiven. |
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| Keywords: | high-rise building frame-shear wall rigid system boundary value method recurrence equation |
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