| 高层建筑预应力结构楼盖的整体设计与研究 |
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| 引用本文： | 白本举,吴新基.高层建筑预应力结构楼盖的整体设计与研究[J].建筑结构,2000(1). |
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| 作者姓名： | 白本举 吴新基 |
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| 作者单位： | 水利部黄委会勘测规划设计研究院 郑州450003
(白本举)，水利部黄委会勘测规划设计研究院 郑州450003(吴新基) |
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| 摘 要： | 着重介绍了预应力混凝土框架体系在高层建筑中的应用,分析了各种方案的优缺点,对预应力框架梁的截面选择、次弯矩计算、预应力筋确定进行了详细的分析,为高层建筑采用大跨预应力结构提供了有益的探索.
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| 关 键 词： | 高层建筑 大跨 有粘结预应力混凝土 框架梁 结构布置 |
Design and Research of Prestressed Concrete Floor for High-rise Buildings |
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| Bai Benju Wu Xinji.Design and Research of Prestressed Concrete Floor for High-rise Buildings[J].Building Structure,2000(1). |
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| Authors: | Bai Benju Wu Xinji |
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| Affiliation: | Bai Benju Wu Xinji |
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| Abstract: | This article discusses the use of prestressed concrete frame system in high-rise buildings and analyses the advantage and disadvantage of all kinds of plans. In addition, sectional selection, secondary moment calculation and prestressed tendon number decision are also researched. It provides useful probations for making use of prestressed concrete long span structure in high-rise buildings. |
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| Keywords: | high-rise buildings long span bonded prestressed concrete frame beam structure layout |
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