| 国内外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： | 李茂华,侯建国.国内外钢结构设计规范关于角焊缝的限值及计算方法比较[J].钢结构,2005,20(1):65-67. |
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| 作者姓名： | 李茂华 侯建国 |
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| 作者单位： | 武汉大学,土木建筑工程学院,武汉,430072;武汉大学,土木建筑工程学院,武汉,430072 |
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| 摘 要： | 以《钢结构设计规范》(GB 5 0 0 17- 2 0 0 3)为基础 ,结合美国钢结构设计规范 (LRFD - 2 0 0 1)及欧洲钢结构设计规范 (EC3- 1993) ,对三本规范中关于角焊缝的限值及计算方法进行了计算分析和比较 ,有关分析结论可供工程技术人员了解国内外钢结构设计规范的技术水平和发展动态时参考。
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| 关 键 词： | 钢结构 设计规范 角焊缝 限值 有效计算长度 比较 |
| 修稿时间： | 2004年8月10日 |
COMPARATIVELY STUDY ON LIMITATIONS AND CALCULATING METHODS OF FILLET WELDS IN THE CRITERIA OF STEEL STRUCTURE DESIGN BOTH AT HOME AND ABROAD |
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| Li Maohua,Hou Jianguo.COMPARATIVELY STUDY ON LIMITATIONS AND CALCULATING METHODS OF FILLET WELDS IN THE CRITERIA OF STEEL STRUCTURE DESIGN BOTH AT HOME AND ABROAD[J].Steel Construction,2005,20(1):65-67. |
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| Authors: | Li Maohua Hou Jianguo |
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| Abstract: | On the basis of "Code for Design of Steel Structures"(GB 50017-2003),combined with American's Load and Resistance Factor Design Specification for Structural Steel Buildings(LRFD-2001)and European Criterion(EC3-1993),the limitations and the calculating methods of fillet welds in these criteria were calculated and compared.The relevant conclusion provided engineering technicians with a reference to learn the development and the level of technique of the steel structure criteria both at home and aboard. |
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| Keywords: | steel structure design criterion fillet welds limitations effective calculating length compare |
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