摘要
文中以一座跨越交通要道的大变宽钢结构桥梁为例,桥梁跨径(39.5+41+41+31.432)m,采用变箱室分离式多箱室结构。案例采用新版桥梁博士4.4.1进行梁格法有限元分析计算,以此为其他类似工程提供参考和借鉴。
So it is recommended to use steel box girder this time to a large wide steel structure bridge across the main traffic road as an example, bridge span 39.5+41+41+31.432m, the use of variable box chamber separated multi-box chamber structure In this case, the new version of Dr. Bridge 4.4.1 is used for beam lattice finite element analysis and calculation, which provides reference for other similar projects.
作者
王建丰
Wang Jianfeng(Fuzhou Planning and Design Research Institute Group Co.Ltd.,Fuzhou,Fujian 350108)
出处
《江西建材》
2022年第11期104-106,共3页
Jiangxi Building Materials
关键词
交通繁忙
大变宽
变箱室
梁格法
Busy traffic
Big and wide
Box room
Beam lattice method
作者简介
王建丰(1987-),男,福建福清人,本科,工程师,主要研究方向为桥梁结构。
