| 结构静力弹塑性理论研究论述 |
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| 引用本文： | 郑军,王海平. 结构静力弹塑性理论研究论述[J]. 山西建筑, 2007, 33(17): 67-68 |
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| 作者姓名： | 郑军 王海平 |
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| 作者单位： | 1. 安建筑科技大学土木工程学院,陕西,西安,710055
2. 华陆工程科技有限责任公司,陕西,西安,710054 |
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| 摘 要： | 在介绍静力弹塑性分析方法的基本原理和实施过程的基础上,阐述了其国内外发展概况和研究应用状况,并通过分析其中几个有代表性的Push-over分析方法,简要评述了它们的优点以及存在的问题,提出了一些合理性的建议,指出了进一步研究发展方向。
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| 关 键 词： | 静力弹塑性 抗震性能 反应谱 能力谱 |
| 文章编号： | 1009-6825（2007）17-0067-02 |
| 修稿时间： | 2007-01-22 |
Research on structural static elastic-plastic theory |
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| ZHENG Jun,WANG Hai-ping. Research on structural static elastic-plastic theory[J]. Shanxi Architecture, 2007, 33(17): 67-68 |
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| Authors: | ZHENG Jun WANG Hai-ping |
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| Affiliation: | ZHENG Jun WANG Hai-ping |
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| Abstract: | Based upon introduction of the principle of static elastic-plastic analysis method its development situations as well as research and application situations at home and abroad are elaborated. Through analysis of several typical push-over analysis method advantages and questions existed are briefly discussed. In the end rationalization suggestions are proposed for further study. |
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| Keywords: | static elastic-plastic seismic performance response spectrum energy spectrum |
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