期刊文献+

基于一次性合龙方式的多跨连续刚构桥梁顶推力 被引量:6

Multi-Span Continuous Rigid Frame Bridge Jacking Force Based on a Single-Time Heap-Type Method
在线阅读 下载PDF
导出
摘要 为解决多跨连续刚构桥梁合龙顶推力求解的问题,依托某多跨连续刚构桥梁,推导不同温差条件下的合龙顶推力理论公式,并选取工程实例进行了有限元模型的验证,系统研究了基于一次性合龙方式的连续刚构桥梁合龙顶推力求解. In order to solve the jacking force of multi span continuous rigid frame bridge, based on a multi span continuous rigid frame bridge, the final closure jacking force theory formula was derived under the different temperature condition. The engineering instance was selected and the finite element model was verified. Continuous rigid frame bridge jacking force based on a one time joining closure was studied in system.
作者 马玉荣 陈海波 吕改锋 陈恒大 Ma Yurong;Chen Haibo;Lyu Gaifeng;Chen Hengda(,Anhui Xinhua University,Hefei 230088,China;,Jiangsu Jiaotong Transportation Design Institute Co,Ltd,Nanjing 210002,China;,Anhui Jianzhu University,Hefei 230601,China;,Shaanxi Provincial Land Engineering Construction Group,Xi’an 710075,China)
出处 《沈阳大学学报(自然科学版)》 CAS 2018年第4期319-325,共7页 Journal of Shenyang University:Natural Science
基金 陕西省交通运输厅科技资助项目(13-25k)
关键词 桥梁工程 连续刚构 一次性合龙 顶推力 bridge engineering continuous rigid frame one time joining closure jacking force
作者简介 马玉荣(1985-),女,安徽合肥人,安徽新华学院讲师.
  • 相关文献

参考文献4

二级参考文献32

共引文献26

同被引文献40

引证文献6

二级引证文献17

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部