首页 | 本学科首页   官方微博 | 高级检索  
     检索      

铁路刚架桥受力特性研究分析
引用本文:曹华杰.铁路刚架桥受力特性研究分析[J].城市道桥与防洪,2021(12):58-58-60.
作者姓名:曹华杰
作者单位:中国铁路设计集团有限公司,天津市300000
摘    要:刚架桥以其独特的结构特点在跨越既有道路时有广泛的应用。以某新建铁路为工程背景,根据现场的工程概况,设计采用了不同跨度、净高、斜交角度的刚架桥。基于Midas板单元建立模型,分析刚架桥的受力特性,然后配筋计算,得出较为合理的配筋计算结果,可为类似工程提供参考。

关 键 词:刚架桥  跨度  净高  斜交角度  有限元模型  受力特性  配筋计算
收稿时间:2021/3/10 0:00:00

Research and Analysis on Mechanical Characteristics of Railway Rigid-frame Bridge
CAO Huajie.Research and Analysis on Mechanical Characteristics of Railway Rigid-frame Bridge[J].Urban Roads Bridges & Flood Control,2021(12):58-58-60.
Authors:CAO Huajie
Abstract:A rigid-frame bridge is widely used in crossing the existing roads because of its unique structural characteristics. Taking a new railway as the engineering background, according to the engineering situation of the site, the rigid-frame bridge with the different spans, clear height and skew angle is designed. Based on MIDAS plate element, the model is established to analyze the mechanical characteristics of the rigid-frame bridge, and then the reinforcement calculation is carried out to obtain more reasonable reinforcement calculation results, which can provide reference for the similar projects.
Keywords:rigid-frame bridge  span  clear height  skew angle  finite element model  mechanical characteristics  reinforcement calculation  
本文献已被 万方数据 等数据库收录!
点击此处可从《城市道桥与防洪》浏览原始摘要信息
点击此处可从《城市道桥与防洪》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号