摘要
《钢结构设计规范》(GBJ1 7— 88)中没有预应力钢 混凝土组合结构方面的内容 ,针对福建会堂工程的设计实例 ,探讨了 3 5m单跨简支预应力钢 混凝土组合箱梁的结构设计方法。实际工程表明 ,预应力钢 混凝土组合结构比钢
The design method of prestressed steel concrete composite box beam is not discussed in Code for Design of Steel Structure (GBJ17—88).The design method was studied about the prestressed steel concrete composite beam with 35m span in Fujian Hall project.The practical project indicates that the prestressed steel concrete composite structure is more superior than steel concrete composite.
出处
《建筑结构》
CSCD
北大核心
2004年第1期27-30,共4页
Building Structure
关键词
预应力
钢-混凝土组合结构
箱梁
结构设计
prestressed steel concrete composite structure
design method
box beam
