| 预应力钢筋混凝土大偏心受压构件转角延性计算的试验研究 |
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| 引用本文： | 赵复香,卢玲.预应力钢筋混凝土大偏心受压构件转角延性计算的试验研究[J].河北理工学院学报,2000,22(1):77-83. |
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| 作者姓名： | 赵复香 卢玲 |
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| 作者单位： | 河北理工学院土建系!河北唐山063009 |
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| 摘 要： | 介绍了一批预应力混凝土 (大部分为部分预应力混凝土P.P.C)大偏心受压构件的延性试验资料及试验结果 ,并将其与理论计算结果相比较 ,进而推荐了关于预应力和部分预应力混凝土大偏心受压构件截面转角延性的计算方法。
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| 关 键 词： | 预应力混凝土 转角延性 偏心受压构件 试验 计算 |
The experimental study on calculation of fortative ductility of p.c.over eccentrical compressive members |
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| ZHAO FU xiang ,LU Ling ,LU He le.The experimental study on calculation of fortative ductility of p.c.over eccentrical compressive members[J].Journal of Hebei Institute of Technology,2000,22(1):77-83. |
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| Authors: | ZHAO FU xiang LU Ling LU He le |
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| Institution: | ZHAO FU xiang 1,LU Ling 2,LU He le 1 |
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| Abstract: | This article introduces the experimental data and results of the ductility on P.C.overeccentricall compressive members (Most of the members are P.P.C).Then the experimental results are compared with the results of theoretical calculation.The calculative method for rotative ductility of P.P.C.and P.P.C.over ecentricall compressive members is suggested. |
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| Keywords: | prestressed concrete(P C ) eccentrical compression rotative ductility |
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