| 冷弯薄壁型钢框架剪力墙自攻螺钉节点的试验研究 |
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| 引用本文： | 刘雁,徐远飞,佘晨岗. 冷弯薄壁型钢框架剪力墙自攻螺钉节点的试验研究[J]. 钢结构, 2011, 0(10): 25-27,49 |
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| 作者姓名： | 刘雁 徐远飞 佘晨岗 |
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| 作者单位： | 扬州大学建筑科学与工程学院,江苏扬州,225127 |
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| 摘 要： | 通过两组OSB板与冷弯薄壁型钢的自攻螺钉连接性能单向拉伸试验,得到了两个方向自攻螺钉的荷载-位移曲线以及各自的平均曲线,并应用数值方法拟合出2条多项式曲线,为冷弯薄壁型钢组合框架剪力墙的有限元分析提供了必要的基础数据.
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| 关 键 词： | 自攻螺钉节点 冷弯薄壁型钢框架剪力墙 试验研究 |
TEST RESEARCH ON SELF-TAPPING SCREW JOINTS OF COLD-FORMED STEEL FRAME SHEAR WALLS |
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| Liu Yan,Xu Yuanfei,She Chengang. TEST RESEARCH ON SELF-TAPPING SCREW JOINTS OF COLD-FORMED STEEL FRAME SHEAR WALLS[J]. Steel Construction, 2011, 0(10): 25-27,49 |
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| Authors: | Liu Yan Xu Yuanfei She Chengang |
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| Affiliation: | Liu Yan Xu Yuanfei She Chengang (College of Civil Engineering, Yangzhou University, Yangzhou 225127,China) |
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| Abstract: | The experiment of two different types of selLtapping screw joints of cold formed steel frame shear walls under the monotonic loading was carried out, and the toad-displacement curves and the average curves of the screw connections were also analyzed. Finally, two polynomial curves were fitted with numerical method, which provided the necessary data for the finite element analysis of the composite cold-formed steel frame shear walls. |
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| Keywords: | self-tapping screw joint cold-formed steel frame shear wall test research |
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