| 偏心支撑钢框架耗能特性和简化分析 |
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| 引用本文： | 管克俭,王新武,彭少民.偏心支撑钢框架耗能特性和简化分析[J].武汉理工大学学报,2002,24(12):37-40. |
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| 作者姓名： | 管克俭 王新武 彭少民 |
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| 作者单位： | 武汉理工大学 |
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| 基金项目： | 建设部 2 0 0 1科技攻关项目 (0 1- 2 - 0 85 ) |
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| 摘 要： | 偏心支撑框架是一种理想的钢结构抗侧力体系。介绍了偏心支撑框架的种类和受力特点，提出了偏心支撑体系的一种简化计算方法。这一方法可供在结构初步设计阶段参考。
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| 关 键 词： | 钢结构 耗能特性 结构设计 简化计算 受力分析 偏心支撑框架 |
| 文章编号： | 1671-4431(2002)12-0037-04 |
| 修稿时间： | 2002年9月16日 |
Energy Dissipation Behavior and Simplification Analysis of Eccentrically Braced Frames |
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| Guan Kejian Wang Xinwu Peng Shaomin Ph. D.,School of Civil Engineering & Architecture,WUT,Wuhan ,China..Energy Dissipation Behavior and Simplification Analysis of Eccentrically Braced Frames[J].Journal of Wuhan University of Technology,2002,24(12):37-40. |
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| Authors: | Guan Kejian Wang Xinwu Peng Shaomin Ph D School of Civil Engineering & Architecture WUT Wuhan China |
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| Affiliation: | Guan Kejian Wang Xinwu Peng Shaomin Ph. D.,School of Civil Engineering & Architecture,WUT,Wuhan 430070,China. |
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| Abstract: | Eccentrically braced frame is one of perfect lateral resistant systems. In the paper, the features and varieties of eccentrically braced frames are concluded. A kind of simplified calculation method is put forward, which could be used at the preliminary design stage. |
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| Keywords: | steel structure energy dissipation behavior eccentrically braced frame system |
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