摘要
针对目前常用桥梁设计软件Midas对截面抗裂验算存在的一些问题展开讨论,通过理论分析与软件设计结果比较,综述了用Midas进行抗裂验算时一些问题的常规处理方法。
Through the discussion on the problems appeared when using the bridge design software Midas for section crack resistance checking computations,by comparing the theoretical analysis and software design result,conventional treatment for some problems when using Midas to conduct crack resistance check computation is concluded.
出处
《北方交通》
2013年第7期51-54,共4页
Northern Communications
关键词
MIDAS
抗裂验算
正截面
斜截面
Midas
Crack resistance checking computations
Normal section
Oblique section
