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| 24m无粘结预应力砼大梁的结构设计 | |
| 引用本文： | 郭宏伟,于海平,王蕊,顾一心. 24m无粘结预应力砼大梁的结构设计[J]. 济南大学学报(自然科学版), 2000, 14(1) |
| 作者姓名： | 郭宏伟 于海平 王蕊 顾一心 |
| 作者单位： | 1. 山东省建筑设计研究院 2. 济南市市政工程设计研究院 3. 济南市旅游建筑设计院,山东,济南,250002 |
| 摘 要： | 结合工程实例介绍了无粘结预应力检大梁的结构设计、内力分析、配筋计算和构造措施，以供在类似工程设计中参考。 |
| 关 键 词： | 无粘结 预应力构件 框架结构 |
Structural Design for 24m Long-span Beam of Unbonded Prestressed Concrete |
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| Guo Hongwei,Yu Haiping,Wang Rui,Gu Yixin. Structural Design for 24m Long-span Beam of Unbonded Prestressed Concrete[J]. Journal of Jinan University(Science & Technology), 2000, 14(1) | |
| Authors: | Guo Hongwei Yu Haiping Wang Rui Gu Yixin |
| Abstract: | To provide a design method for similar projects, a systematic exposition of several specific treatmantic in the cal culation of unbonded prestressed concrete beam is introduced on the basis of an engineering project. |
| Keywords: | cementaless prestressed unit frame structure |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |