| 双层钢板剪力墙的初始抗侧刚度分析 |
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| 引用本文： | 司波,白正仙. 双层钢板剪力墙的初始抗侧刚度分析[J]. 长春工程学院学报(自然科学版), 2006, 7(1): 8-11 |
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| 作者姓名： | 司波 白正仙 |
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| 作者单位： | 北京工业大学,建筑工程学院,北京,100022 |
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| 摘 要： | 提出了一种新型的抗侧力结构体系—双层钢板剪力墙,分析了钢板厚度、墙的高厚比、边长比等对其抗侧刚度的影响,并利用单位荷载法对抗侧刚度进行了拟合。
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| 关 键 词： | 钢板剪力墙 双层钢板剪力墙 初始抗侧刚度 |
| 文章编号： | 1009-8984(2006)01-0008-04 |
| 修稿时间： | 2005-02-23 |
Analysis of initial stiffness against lateral displacement of double steel plate shear wall |
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| SI Bo,BAI Zheng-xian. Analysis of initial stiffness against lateral displacement of double steel plate shear wall[J]. Journal of Changchun Institute of Technology(Natural Science Edition), 2006, 7(1): 8-11 |
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| Authors: | SI Bo BAI Zheng-xian |
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| Abstract: | A new kind of shear wall,double-steel-plate shear wall,is put forward in this paper.The influences of the thickness of steel plates,the ratio of height to thickness of the wall,the ratio of sides are analyzed in detail,and a fitting formula of the stiffness resistance to the lateral displacement is established by the unit load method.It provides reference to new kinds of steel plate shear wall. |
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| Keywords: | double steel plate shear wall Initial stiffness against lateral displacement fitting formula |
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