摘要
钢箱梁桥受力性能好,但结构的横向抗倾覆稳定性较差。该文采用Midas对工程实例进行建模计算,发现设计中存在的问题,讨论与横向抗倾覆稳定性有关的因素。
The stress property of the steel box girder bridge is good,but the transverse stability against overturning of the structure is poor.The article uses Midas to carry out the modeling calculation for the engineering cases,finds out the existing problems in the design,and discusses the factors related to the transverse stability against overturning.
出处
《城市道桥与防洪》
2012年第4期54-55,271,共2页
Urban Roads Bridges & Flood Control
关键词
钢箱梁桥
抗倾覆稳定性
分析
深圳市
steel box girder bridge,stability against overturning,analysis,Shenzhen
