摘要
结合51m跨度钢栈桥的结构设计,对其结构形式、杆件截面选择及水平支撑布置等内容进行方案比对,并寻求到最优的结构方案。同时也分析了大跨度栈桥设计中的注意事项,供类似工程借鉴。
It was compared that the schemes of the structural form,section choice of members,and layout of horizontal braces of a 51 m span steel trestle by combining with its structural design,with which the optimal scheme was got. At the same time,it was also analyzed the matters needing attention in the design of long-span trestles,which provided a reference for similar projects.
出处
《工业建筑》
CSCD
北大核心
2014年第S1期410-412,共3页
Industrial Construction
关键词
51m跨度
钢栈桥
水平支撑
优化设计
51 m span
steel trestle
horitontal brace
optimized design
