| 框架弹性阶段无粘结预应力筋耗能研究 |
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| 引用本文： | 郭如炯.框架弹性阶段无粘结预应力筋耗能研究[J].建筑节能,2005,33(2):1-3. |
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| 作者姓名： | 郭如炯 |
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| 作者单位： | 上海荣峰房地产开发有限公司,上海,200063 |
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| 摘 要： | 主要对无粘结预应力混凝土在弹性阶段的耗能效应进行理论研究。推导并计算了直线配筋的无粘结预应力框架在一个周期内的耗能,并将其结果同以前的试验记录值进行了比较。
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| 关 键 词： | 预应力混凝土框架 弹性阶段 |
| 文章编号： | 1007-2918(2005)02-0001-03 |
| 修稿时间： | 2004年12月7日 |
Energy dissipation of unbonded prestressing tendons in concrete frames |
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| Guo Rujiong.Energy dissipation of unbonded prestressing tendons in concrete frames[J].Construction Conserves Energy,2005,33(2):1-3. |
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| Authors: | Guo Rujiong |
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| Abstract: | This thesis is on the energy dissipation effect of unbonded prestressed concrete frames within elastic range. The energy dissipated within one cycle of vibration in an unbonded prestressed concrete frame due to movement of straight unbonded tendons is worked out.The computed result is compared with previously obtained experimental result. |
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| Keywords: | prestressed concrete frames elastic range |
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