| 框架结构地震反应的弹塑性时程分析 |
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| 引用本文： | 官伟,赖颖. 框架结构地震反应的弹塑性时程分析[J]. 山西建筑, 2006, 32(9): 43-44 |
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| 作者姓名： | 官伟 赖颖 |
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| 作者单位： | 华东交通大学土木建筑学院结构工程专业 |
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| 摘 要： | 叙述了时程分析方法的原理，并用该方法计算了钢筋混凝土框架结构的弹塑性地震反应。通过按照时程分析法原理用MATLAB语言进行计算机编程，得出了结构的地震反应时程曲线。
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| 关 键 词： | 时程分析 弹塑性 恢复力模型 层模型 |
| 文章编号： | 1009-6825（2006）09-0043-02 |
| 收稿时间： | 2005-09-21 |
| 修稿时间： | 2005-09-21 |
Elasto-plastic time-history analysis of frame structures in earthquake response |
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| GUAN Wei,LAI Ying. Elasto-plastic time-history analysis of frame structures in earthquake response[J]. Shanxi Architecture, 2006, 32(9): 43-44 |
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| Authors: | GUAN Wei LAI Ying |
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| Affiliation: | GUAN Wei LAI Ying |
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| Abstract: | Time-history analysis method is shown in this paper, this method is also used to calculate elasto-plastie earthquake response of reinforced concrete frame eonstruction. A example is caculated and MATLAB language is used to program according to time-history analysis, curve of elasto-plastic earthquake response is obtained. |
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| Keywords: | time-history analysis elasto-plastic multi-dimensional restoring force model story model |
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