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浅谈钢实腹梁人行桥结构设计
引用本文:石国贤. 浅谈钢实腹梁人行桥结构设计[J]. 甘肃冶金, 2013, 35(2): 124-125
作者姓名:石国贤
作者单位:西北矿冶研究院,甘肃白银,730900
摘    要:
西北铅锌厂为解决人车分流交通问题,需在原入口桥两侧修建人行交通桥,交通桥标准跨度30m,桥面净宽度3.6 m,桥身结构为钢结构,整座钢桥跨度大,结构稳定性计算较为复杂,本文简要介绍了人行桥上部结构的设计情况和计算方法。

关 键 词:整体  局部稳定性  双向受弯

On Steel Plain Girder Pedestrian Bridge Structure Design
SHI Guo-xian. On Steel Plain Girder Pedestrian Bridge Structure Design[J]. Gansu Metallurgy, 2013, 35(2): 124-125
Authors:SHI Guo-xian
Abstract:
Northwest lead and zinc factory to solve the traffic problem cars shunt,should be in the original entrance bridge built on both sides of the pedestrian traffic bridge,traffic bridge standard span 30 m,floor net width 3.6 m,bridge structure for steel structure,the entire steel bridge span,the structure calculation is more complicated,this article briefly introduced the footbridge upper structure of the design and calculation method.
Keywords:overall  local stability  two-way bending
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