摘要
文章采用有限元软件Midas/Civil建立模型,对针鱼岭主桥0#~1#节段、边跨22#节段和合拢段的现浇段支架进行模拟计算分析,验证了该支架设计方案安全可行。
This article established the model by using the finite element software Midas Civil,conducted the simulation calculation and analysis on cast-in-place stents of Zhenyuling Main Bridge 0#~1#segment,side-span 22#segment and closing segment,and verified that this stent design program is feasible and safe.
出处
《西部交通科技》
2015年第8期64-67,共4页
Western China Communications Science & Technology
