摘要
无粘结预应力混凝土扁梁－平板结构体系是一种新型的楼盖体系。本文编制了有限元程序，对该结构体系的受力特性进行了较为全面的分析，提出了实用的设计计算方法。
Unbond prestressed concrete wide flat beam-slab structure is a new type of floor system.In this paper, a FEM computer program has been developed and used to study the behavior and calculation approach of this new structure.Based on this study,some practical recommendations for design and calculation are presented.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1995年第5期3-9,共7页
Journal of Building Structures
