摘要
在铜陵港务局１号轻钢仓库２×３０ｍ跨刚架的结构设计中，对插入式钢柱脚的等截面刚架和靴梁武柱脚的变截面刚架进行了计算分析和经济比较，结果表明，采用插入式钢柱脚的等截面刚架更加经济可行。
This paper introduced mainly the design of a rigid-jointal frame with two spans of 30m used for No.1 storehouse of Tongling harbor bureau. It had been made a comparison between equal-section rigid-jointedframe with insert column footing and variabe cross-section rigid-jointed frame with boot column footing.
出处
《工业建筑》
CSCD
北大核心
1995年第10期29-31,共3页
Industrial Construction
