中文摘要：

根据欧洲规范EN 1993-1-4：2006、美国规范ASCE/SEI 8-02、澳大利亚和新西兰规范AS/NZS 4673：2001、日本不锈钢建筑结构设计标准以及中国规范GB 50017—2003对不锈钢结构螺栓连接的设计进行了对比分析,包括连接板的净截面承载力和承压承载力以及螺栓连接的受剪、受拉承载力和剪力拉力联合作用承载力,并对算例计算结果进行了比较。结果表明：欧洲规范设计计算结果较为详尽,日本不锈钢建筑结构设计标准设计规定较为全面,中国规范GB 50017—2003不适合直接用来计算不锈钢结构螺栓连接,需要进行系统的研究。

英文摘要：

According to European Code EN 1993-1-4：2006,American Code ASCE/SEI 8-02,Australian/New Zealand Code AS/NZS 4673：2001,Japanese Design Code for Stainless Steel Structure,and Chinese Code GB 50017—2003,bolted connection for stainless steel was contrasted in the design process,including the bearing capacity of net cross-section,the bearing capacity,the shear capacity,the tensile bearing capacity of the bolt connection,and the bearing capacity under combined shear and tension.The related example in calculation was given and the results of the design were compared.The results show that the calculation results in design of European Code is detailed,the Japanese Design Code for Stainless Steel Structure is relatively comprehensive,and it is not proper that GB 50017—2003 is applied in the design of bolt connections in stainless steel structures.Further systematic research should be carried out.