| d类截面受压钢构件稳定承载力的分析比较 |
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| 引用本文： | 万恬.d类截面受压钢构件稳定承载力的分析比较[J].苏州科技学院学报(工程技术版),2004,17(2):20-23,45. |
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| 作者姓名： | 万恬 |
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| 作者单位： | 苏州科技学院,土木工程系,江苏,苏州,215011 |
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| 摘 要： | 对由厚钢板组成的钢受压构件d类截面稳定系数的正确取值进行了分析、比较,指出了钢结构设计规范GB50017-2003中受压构件d类截面稳定系数曲线确定过程中的错误;并通过按不同规范对比设计的算例,探讨了d类截面受压钢构件在不同规范之间稳定承载力的差异.
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| 关 键 词： | 钢结构 轴心受压构件 压弯构件 d类截面 稳定承载力 |
| 文章编号： | 1672-0679(2004)02-0020-04 |
Analysis and Comparison of Stability Bearing Capacity of Steel Compression Members with Section Type d |
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| FANG Tian.Analysis and Comparison of Stability Bearing Capacity of Steel Compression Members with Section Type d[J].Journal of University of Science and Technology of Suzhou：Engineering and Technology,2004,17(2):20-23,45. |
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| Authors: | FANG Tian |
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| Abstract: | This paper analyses and compares the correct values of stability coefficient of steel compression members with section type d consisting of heavy gauge steel plates,and points out the mistakes of steel structure design code(GB50017-2003)in determining the stability coefficient of type d sections of compression members.Through contrasting design examples in accordance with different codes,the paper also discusses the differences of stability bearing capacity of steel com-pression members with section type d between various codes. |
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| Keywords: | steel structure axial compression members eccentrically compressed members type d sections bearing capacity of stability |
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