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。
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.
出处
《钢结构》
2005年第1期65-67,共3页
Steel Construction
