| 延性折板式钢板剪力墙 |
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| 引用本文： | 余安东,赵嘉康,姜霭如,兰银娟.延性折板式钢板剪力墙[J].钢结构,2007(8). |
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| 作者姓名： | 余安东 赵嘉康 姜霭如 兰银娟 |
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| 作者单位： | 首钢总公司，首钢总公司，首钢总公司，陕西省农业工程勘察设计院 北京 100041，北京 100041，北京 100041，西安 710068 |
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| 摘 要： | 多高层建筑结构长期存在的问题之一是:框架容易做成延性结构,而抗侧力结构如剪力墙却延性很差。探讨折板式钢板剪力墙,就是对延性抗侧力结构的尝试,其基本思路是利用折板式的几何形状,使钢板先达到材料屈服极限,避免钢板剪力墙出平面的弹性失稳,充分发挥材料的强度和延性。
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| 关 键 词： | 延性抗侧力结构 折板式钢板剪力墙 弹性屈曲 屈服极限 滞回性能 |
DUCTILITY STEEL FOLDED PLATE SHEAR WALL |
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| Yu Andong Zhao Jiakang Jiang Airu.DUCTILITY STEEL FOLDED PLATE SHEAR WALL[J].Steel Construction,2007(8). |
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| Authors: | Yu Andong Zhao Jiakang Jiang Airu |
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| Affiliation: | Yu Andong Zhao Jiakang Jiang Airu (Shougang Group Beijing 100041) Lan Yinjuan (Agricultural Project Reconnaissance Design Institute of Shaanxi Province Xi'an 710068) |
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| Abstract: | One of the main problems of high and multiple stories buildings is that the ductility behavior can be realized in frames,but very difficult to make it in shear walls.In the paper,the authors developed a new form to use ductility steel folded plate as shear wall.The geometric form of the folded plate let the steel reaches yielding limit before reaches its elastic buckling limit.The buckling of steel could be avoided.The ductility and load-carrying capacity of steel can be developed fully.The hysteretic property is also good. |
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| Keywords: | ductility lateral resistance structure folded steel plate shear wall elastic buckling yielding limit hysteretic property |
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