| 中美钢结构设计规范关于角焊缝的限值及计算方法比较 |
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| 引用本文： | 刘仲洋,陈伟,刘亚利. 中美钢结构设计规范关于角焊缝的限值及计算方法比较[J]. 河北建筑工程学院学报, 2008, 26(2): 10-12 |
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| 作者姓名： | 刘仲洋 陈伟 刘亚利 |
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| 作者单位： | 河北建筑工程学院,张家口市,075000;华北电网张家口供电公司,张家口市,075000;张家口市公安消防支队,张家口市,075000 |
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| 摘 要： | 以《钢结构设计规范》（GB50017—2003）为基础，结合美国钢结构协会设计规程（AISC—LRFD-2001），对两本规范中关于角焊缝的构造限值及计算方法进行了计算分析和比较．
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| 关 键 词： | 钢结构 设计规范 角焊缝限值 计算方法 |
The Comparison between Chinese and American Limitations and Calculating Methods of Fillet Welds in the Design Criteria of Steel Structure Desigh |
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| Liu Zhongyang,Chen Wei,Liu Yali. The Comparison between Chinese and American Limitations and Calculating Methods of Fillet Welds in the Design Criteria of Steel Structure Desigh[J]. Journal of Hebei Institute of Architectural Engineering, 2008, 26(2): 10-12 |
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| Authors: | Liu Zhongyang Chen Wei Liu Yali |
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| Affiliation: | Liu Zhongyang Chen Wei Liu Yali( 1. Hebei Institute of Architecture and Civil Engineering ;2. Zhangjiakou Power Supply Company of North China Grid; 3. Zhangjiakou Five Brigade) |
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| Abstract: | On the basis of ＂Code for Design of Steel Structures＂ （GB 50017 - 2003）, combined with American＇s Lad and Resistance Factor Design Specification for Structural Steel Buildings（LRFD -2001）, the limitations and the calculating methods of fillet welds in these criteria were calculated and compared. |
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| Keywords: | steel structure design criterion fillet welds limitations calculating methods |
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