节点文献
无粘结预应力混凝土扁梁-平板楼盖体系的受力分析和设计计算
Analysis and Design of Unbonded Prestressed Concrete Wide Flat Beam-Slab Floor System
【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。
【Abstract】 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.
- 【文献出处】 建筑结构学报 ,JOURNAL OF BUILDING STRUCTURES , 编辑部邮箱 ,1995年05期
- 【分类号】TU378.201
- 【被引频次】44
- 【下载频次】184