| 框架－剪力墙结构房屋的抗震优化设计 |
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| 引用本文： | 马贞信.框架－剪力墙结构房屋的抗震优化设计[J].河海大学学报(自然科学版),1995(2). |
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| 作者姓名： | 马贞信 |
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| 作者单位： | Dept.of Architectural Engineering，Hohai Univ， |
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| 摘 要： | 通过对钢筋混凝土框架－剪力墙结构的受力特性分析，提出用齿行法对框架－剪力墙结构进行抗震优化设计．该法是将影响结构位移和应力的主要因素区分开来，用位移约束“射线步”和应力约束“调整步”交替使用，使解答迅速逼近最优解．该优化方法使问题得到简化和加快了收敛速度．
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| 关 键 词： | 框架，剪力墙，抗震，优化，钢筋混凝土结构 |
Optimal Anti-seismic Design of Frame-Shear Wall Structures |
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| Ma Zhenxin.Optimal Anti-seismic Design of Frame-Shear Wall Structures[J].Journal of Hohai University (Natural Sciences ),1995(2). |
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| Authors: | Ma Zhenxin |
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| Abstract: | he tooth line method is proposed for the optimal anti-seismic design of frame-shear wall structures, based on the study of the mechamical behavior of frame-shear walls under earthquake action.In this method,the displacement constraining ray step and stress constraining ray step are used alternately.With this method the convergence is sped up. |
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| Keywords: | frame structure shear wall antiseismic opotimal design reinforced concrete stuctures |
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