| 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 |
| |
| 引用本文： | 顾磊,焦彬如,严家熺. 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[J]. 建筑结构学报, 1995, 16(5): 0 |
| |
| 作者姓名： | 顾磊 焦彬如 严家熺 |
| |
| 作者单位： | 浙江大学，浙江大学建筑设计研究院，无锡市建筑设计研究院 |
| |
| 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。
|
| 收稿时间： | 1995-10-05 |
| 修稿时间： | 1995-10-05 |
Analysis and Design of Unbonded Prestressed Concrete Wide Flat Beam-Slab Floor System |
| |
| Gu LeiJiao Binru,Yan Jiaxi. Analysis and Design of Unbonded Prestressed Concrete Wide Flat Beam-Slab Floor System[J]. Journal of Building Structures, 1995, 16(5): 0 |
| |
| Authors: | Gu LeiJiao Binru Yan Jiaxi |
| |
| Affiliation: | Gu Lei(Wuxi Architecture Design and Research institute)Jiao Binru,Yan Jiaxi(Zhejiang University) |
| |
| 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. |
| |
| Keywords: | |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《建筑结构学报》浏览原始摘要信息 |
|
点击此处可从《建筑结构学报》下载免费的PDF全文 |
