预应力FRP布压型钢板与混凝土组合楼板的滑移  

The prestressed FRP sheet cold formed deck and concrete composite slab slip

作　　者：杨巍[1] 赵天博[1] 

机构地区：[1]中国建筑东北设计研究院有限公司

出　　处：《山西建筑》2010年第12期70-71,共2页Shanxi Architecture

摘　　要：针对预应力FRP布压型钢板与混凝土组合楼板结构特点和实际受力分析,利用弹性分析理论,建立了预应力FRP布压型钢板与混凝土组合楼板相对滑移微分方程,并求解简支组合楼板在均匀荷载作用下的变形,以期为这类新型结构的研究积累经验。Aiming at the characteristic and practical stress analysis of prestressed FRP sheet cold formed deck and concrete composite slab structure,the relate slip differential equation of prestressed FRP sheet cold formed deck and concrete composite slab was built with elastic analysis theory.The deformation of simply supporting composite floor under uniform load was solved,so as to accumulate experience for the new type structure research.

关 键 词：预应力 压型钢板 组合楼板 FRP布 滑移 

分 类 号：TU378[建筑科学—结构工程]