摘要
为了找出钢桥面铺装受力的最不利位置 ,对汕头石大桥钢桥面于铺装前后的关键受力部位进行了现场应变分布测试 ,并与有限元分析结果进行了比较。
In order to find the most unfavourable working position of steel deck pavement, the strain distribution test on site was carried out on all critical working place of steel deck of Jueshi Large Bridge in Shantou before and after the steel deck being paved, and has been compared with the results of the finite clement analysis.
出处
《公路》
北大核心
2001年第1期66-70,共5页
Highway
