| A Comparative Study of Confined Concrete Models under Cyclic Loading |
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| 作者姓名： | ZHOU Weng - feng HUANG Zontg - ming BAI Shao - liang |
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| 作者单位： | 1. Department of Civil Engineering, Panzhihua College,Panzhihua, Sichuan 617000, China; 2. College of Civil Engineering, Chongqing University, Chongqing 400045, China |
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| 摘 要： | In this paper,four models are selected as the representatives and applied to nonlinear dynamic analysis program for space frames which is based on the beam-column elements using the finite element flexibility method and the fiber model.Park's test on combined axial and bending columns under cyclic loading are taken as the calibrations,comparisons to material and structural member level are drawn and the analytical results of various models are discussed.
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| 关 键 词： | confined concrete models hysteresis combined axial and bending column ductility |
| 收稿时间： | 2005/12/25 0:00:00 |
| 修稿时间： | 2005/12/25 0:00:00 |
A Comparative Study of Confined Concrete Models under Cyclic Loading |
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| ZHOU Weng - feng,HUANG Zontg - ming,BAI Shao - liang.A Comparative Study of Confined Concrete Models under Cyclic Loading[J].Storage & Process,2006(3):59-62. |
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| Authors: | ZHOU Weng - feng HUANG Zontg - ming BAI Shao - liang |
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| Institution: | 1. Department of Civil Engineering, Panzhihua College,Panzhihua, Sichuan 617000, China; 2. College of Civil Engineering, Chongqing University, Chongqing 400045, China |
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| Abstract: | In this paper,four models are selected as the representatives and applied to nonlinear dynamic analysis program for space frames which is based on the beam-column elements using the finite element flexibility method and the fiber model.Park's test on combined axial and bending columns under cyclic loading are taken as the calibrations,comparisons to material and structural member level are drawn and the analytical results of various models are discussed. |
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| Keywords: | confined concrete models hysteresis combined axial and bending column ductility |
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