摘要
以在建京沈客专潮白河特大桥跨潮白河河道(60+4×106+60) m连续梁为工程背景,通过建立不同合龙顺序下的有限元模型,对该桥合龙方案进行了优化分析,为该类桥梁合龙提供参考。
Based on the construction background of the Chaobai river(60+4×106+60)m continuous beam of the Chaobai river bridge in Beijing-Shenyang passenger dedicate,the closure scheme of the bridge is optimized and analyzed by establishing the finite element model under different closure sequence,which can provide reference for closure of this kind of bridge.
作者
贾枝喜
Jia Zhixi(China Railway No.3 Engineering Group Co.,Ltd,Taiyuan 030000,China)
出处
《山西建筑》
2018年第35期159-160,共2页
Shanxi Architecture
关键词
连续梁桥
合龙顺序
应力
累计位移
continuous beam bridge
helong sequence
stress
cumulative displacement