| 对无粘结预应力框架结构的施工力学分析 |
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| 引用本文： | 吴磊,田北平.对无粘结预应力框架结构的施工力学分析[J].四川理工学院学报(自然科学版),2009,22(4):122-124. |
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| 作者姓名： | 吴磊 田北平 |
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| 作者单位： | 四川理工学院建筑工程学院,四川,自贡,643000 |
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| 摘 要： | 无粘结预应力混凝土技术用于大跨度房屋结构日益增多,由于预应力技术的采用,其施工受力特点变得比普通钢筋混凝土结构更加复杂,考虑施工过程对结构的受力影响,对无粘结预应力框架结构进行力学分析,设计时将更为准确。
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| 关 键 词： | 无粘结预应力混凝土多层框架 施工过程 时变结构分析 |
Mechanical Analysis of the Unbonded Prestressed Frame Construction |
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| WU Lei,TIAN Bei-ping.Mechanical Analysis of the Unbonded Prestressed Frame Construction[J].Journal of Sichuan University of Science & Engineering:Natural Science Editton,2009,22(4):122-124. |
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| Authors: | WU Lei TIAN Bei-ping |
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| Institution: | School of Architecture Engineering;Sichuan University of Science & Engineering;Zigong 643000;China |
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| Abstract: | Unbonded prestressed concrete technology is more and more used in large-span house structure.Due to the use of pre-stressed technology,the characteristics of its construction are more complex than the ordinary reinforced concrete structures.While thinking of the impact of construction,the design will be more accurate in the analysis of the unbonded prestressed concrete framework. |
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| Keywords: | unbonded prestressed concrete multi-storey framework construction process analysis of time-varying structure |
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