| 钢框架-支撑体系侧向刚度分析 |
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| 引用本文： | 张艳霞,刘金瑶.钢框架-支撑体系侧向刚度分析[J].钢结构,2007,22(10):62-67. |
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| 作者姓名： | 张艳霞 刘金瑶 |
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| 作者单位： | 北京建筑工程学院,土木与交通工程学院,北京,100044;北京建筑工程学院,土木与交通工程学院,北京,100044 |
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| 摘 要： | 从弹性位移限制、最小剪重比、重力二阶效应、结构的整体稳定四个方面就钢框架-支撑体系在多遇地震作用下合理确定其抗侧刚度进行分析探讨,以利于工程初步方案的设计.
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| 关 键 词： | 钢框架-支撑结构体系 侧向刚度 分析 |
| 修稿时间： | 2006-12-25 |
ANALYSES ON THE LATERAL STIFFNESS OF STEEL FRAME-BRACING SYSTEM OF CONCRETE SHEAR WALL |
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| Zhang Yanxia,Liu Jinyao.ANALYSES ON THE LATERAL STIFFNESS OF STEEL FRAME-BRACING SYSTEM OF CONCRETE SHEAR WALL[J].Steel Construction,2007,22(10):62-67. |
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| Authors: | Zhang Yanxia Liu Jinyao |
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| Affiliation: | The College of Civil and Transportation Engineering, Beijing Institute of Civil Engineer and Architecture Beijing 100044 |
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| Abstract: | Based on maximum elastic displacement, minimum shear/weight ratio, gravity secondary effect and structural global stability, itis studied the determination of reasonable lateral stiffness of steel frame-bracing system under frequent earthquakes, which can facilitate the scheme design of structures. |
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| Keywords: | steel frame-bracing system lateral stiffness analyses |
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