| 基于地震易损性的框架结构的优化方法 |
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| 引用本文： | 李鸿晶,冯启民.基于地震易损性的框架结构的优化方法[J].地震工程与工程振动,2000,20(1):42-47. |
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| 作者姓名： | 李鸿晶 冯启民 |
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| 作者单位： | 1. 哈尔滨建筑大学,中国哈尔滨,150008
2. 中国地震局工程力学研究所,中国哈尔滨,150080 |
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| 基金项目： | 国家自然科学基金!59808003，地震科学联合基金!197080 |
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| 摘 要： | 给出了一种框架结构地震易损性优化的准则算法．根据优化准则构造了一种修改设计变量的格式，提出了设计方案可行性调整的方法并推导了计算公式，给出了优化算法的计算步骤，并通过一个算例阐述了这种算法的应用。
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| 关 键 词： | 框架结构 地震易损性 优化 抗震 |
Vulnerability-based optimization for earthquake resistant frame structures |
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| LI Hong-jing,FENG Qi-min.Vulnerability-based optimization for earthquake resistant frame structures[J].Earthquake Engineering and Engineering Vibration,2000,20(1):42-47. |
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| Authors: | LI Hong-jing FENG Qi-min |
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| Abstract: | An approach to vulnerability-based optimization is proposed for earthquake- resistantframe structures by utilizing the constrained optimality criteria in this paper. First of all, aniterative forlnulation is deduced for the improvement of design variab1es in accordance withKuhn -Tuker condltions, then a method which is able to change the candidate fOr the con-straint boundafy by algebraic operation is suggested, and the formal steps of the algorithmused in this paper are provided. Finally, an example is given for numerical illustration. |
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| Keywords: | earthquake-resistant frame structures seismic vulnerability optimization |
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