| 薄板屈曲后强度利用的探讨 |
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| 引用本文： | 杨旭东.薄板屈曲后强度利用的探讨[J].绍兴文理学院学报,2001,21(10):55-57. |
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| 作者姓名： | 杨旭东 |
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| 作者单位： | 绍兴文理学院,土木工程系,浙江,绍兴,312000 |
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| 摘 要： | 不少国家已把薄板屈曲后强度可继续承受荷载列入钢结构设计规范.但我国<钢结构设计规范>(GBJ17-88)还没有这方面的条文规定.通过对薄板屈曲后强度的理论分析,得出了对工程设计有参考价值的结论.
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| 关 键 词： | 薄板 屈曲后强度 |
| 文章编号： | 1008-293X(2001)04-0055-03 |
| 修稿时间： | 2001年11月1日 |
Study On the Use of Post-Bucking Strength of Thin Plates |
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| Yang Xudong.Study On the Use of Post-Bucking Strength of Thin Plates[J].Journal of Shaoxing College of Arts and Sciences,2001,21(10):55-57. |
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| Authors: | Yang Xudong |
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| Abstract: | The post-bucking strength of thin plates is considered to resist shear force in the codes of many other countries for the design of steel structures, while it has not been included in the Chinese code GBJ17-88. In this article, some conclusions have been drawn through the theoretical analysis of the post-bucking strength of thin plates. |
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| Keywords: | thin plate post-bucking strength |
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