| 偏心支撑钢框架耗能梁段的设计 |
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| 引用本文： | 张峰.偏心支撑钢框架耗能梁段的设计[J].建筑技术开发,2005,32(5). |
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| 作者姓名： | 张峰 |
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| 作者单位： | 西南交通大学土木工程学院,成都,610031 |
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| 摘 要： | 偏心支撑钢框架既具有较大的抗侧刚度,同时在大震作用下又具有很好的延性,介绍了偏心支撑钢框架中重要构件耗能梁段的设计方法。
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| 关 键 词： | 偏心支撑 钢框架 耗能梁段 |
DESIGN OF ECCENTRICALLY BRACED STEEL FRAME OF ACTIVE LINK |
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| Zhang Feng.DESIGN OF ECCENTRICALLY BRACED STEEL FRAME OF ACTIVE LINK[J].Building Technique Development,2005,32(5). |
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| Authors: | Zhang Feng |
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| Abstract: | Eccentrically braced frame not only has greater lateral stiffness,but also has a excellent ductility on condition of severe earthquake.This paper presents the design method of active link,which is the key member of eccentrically braced frame. |
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| Keywords: | Eccentrically braced frame Steel frame Active link |
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