摘要
利用已有的两个算例,较为详细地对比了EN 1993-1-1∶2005《欧洲钢结构规范》和现行GB 50017—2003《钢结构设计规范》关于梁的稳定的计算过程和结果,这两个算例的计算结果表明,EC3关于梁的稳定的计算比GB 50017—2003的要保守。利用这两个算例,也校核了STAAD软件中采用欧洲规范关于梁的验算结果基本可信。
Two examples were used to compare the computational process and results of steel beam stability in EN1993- 1- 1∶ 2005 and GB 50017—2003 in detail. It was shown that the results of EC3 were more conservative than GB50017—2003. The checking calculation results of STAAD software also proved that the results of EC3 were reliable.
出处
《钢结构》
北大核心
2016年第7期63-65,29,共4页
Steel Construction
