无粘结预应力楼板弹性分析的讨论  

Discussions on Elastic Analysis and Design of Unbonded Post tensioned Floor Slab

作　　者：罗志远[1] 

机构地区：[1]同济大学,上海200092

出　　处：《结构工程师》1999年第1期5-11,共7页Structural Engineers

摘　　要：本文运用有限元方法对无粘结预应力楼板进行弹性受力分析。Based on the finite element analysis, in this paper, several problems regarding the elastic analysis and design of unbonded post tensioned floor slab under vertical load are discussed.

关 键 词：无粘结 预应力楼板 反向曲率 弹性压缩 弹性分析 

分 类 号：TU378.501[建筑科学—结构工程]