| 单层钢板组合剪力墙的弹塑性研究 |
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| 引用本文： | 谢京臣,马军,陶健,吕游. 单层钢板组合剪力墙的弹塑性研究[J]. 江苏建筑, 2011, 0(2): 16-19 |
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| 作者姓名： | 谢京臣 马军 陶健 吕游 |
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| 作者单位： | 东南大学土木工程学院,江苏,南京,210096 |
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| 摘 要： | 单层钢板组合剪力墙是一种很好的抗侧力构件,在高层建筑中得到广泛应用。文章利用ANSYS对单层钢板组合剪力墙进行弹塑性分析,考察了不同参数的变化对其抗侧性能的影响,并得出相应结论。
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| 关 键 词： | 抗剪极限承载力 初始抗侧刚度 延性 荷载位移曲线 |
Study on Elastic and Plastic Performance of Single Steel-deck Plate Shear Wall |
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| ME Jing-chen,MA Jun,TAO Jian,LV You. Study on Elastic and Plastic Performance of Single Steel-deck Plate Shear Wall[J]. Jiangsu Construction, 2011, 0(2): 16-19 |
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| Authors: | ME Jing-chen MA Jun TAO Jian LV You |
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| Affiliation: | XIE Jing-chen MA Jun TAO Jian LV You(Civil Engineering College,Southeast University,Nanjing Jiangsu 210096 China) |
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| Abstract: | Single-deck steel plate shear wall is a good lateral force resisting component,and it has been widely used in high-rise building.In this paper,ANSYS software was used to analyze the elastic and plastic performance of single-deck steel plate shear wall.The effects on the lateral force resisting behavior has also been studied by the changing of different parameters,and the corresponding conclusions have also been concluded. |
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| Keywords: | ultimate shear capacity the initial lateral stiffness ductility curve line of load-displacement |
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