| 设防烈度下非比例阻尼结构地震随机响应峰值区间估计方法 |
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| 引用本文： | 刘文锋,白志强,隋杰英,付兴潘.设防烈度下非比例阻尼结构地震随机响应峰值区间估计方法[J].计算力学学报,2009,26(5):670-675. |
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| 作者姓名： | 刘文锋 白志强 隋杰英 付兴潘 |
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| 作者单位： | 青岛理工大学,土木工程学院,青岛,266033 |
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| 基金项目： | 国家自然科学基金，山东省自然科学基金，山东省教育厅科技计划项目 |
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| 摘 要： | 建立与抗震规范设防水准相一致的地震动随机模型,给出了非比例阻尼结构体系地震反应运动方程,推导了非比例阻尼结构体系分析的复振型时域闭合解和地震随机响应的闭合解.通过随机响应的峰值因子和变异系数获得了非比例阻尼结构体系的地震随机响应峰值均值和方差,提出了设防烈度下非比例阻尼结构体系随机响应峰值区间估计方法.计算31条实际地震记录的复振型时域闭合解,并与地震随机响应的闭合解进行了比较,算例结果表明随机响应峰值区间估计方法的合理性和有效性.地震响应区间分析方法将是工程抗震设计的一个重要方法.
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| 关 键 词： | 设防水准 非比例阻尼 复振型 变异系数 地震随机响应峰值 区间估计 |
| 收稿时间： | 2007/9/28 0:00:00 |
Interval estimation method of random seismic peak response fornon-classically dynamic system under earthquake fortification level |
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| LIU Wen-feng,BAI Zhi-qiang,SUI Jie-ying and FU Xing-pan.Interval estimation method of random seismic peak response fornon-classically dynamic system under earthquake fortification level[J].Chinese Journal of Computational Mechanics,2009,26(5):670-675. |
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| Authors: | LIU Wen-feng BAI Zhi-qiang SUI Jie-ying and FU Xing-pan |
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| Institution: | Qingdao Technological University, Qingdao 266033, China;Qingdao Technological University, Qingdao 266033, China;Qingdao Technological University, Qingdao 266033, China;Qingdao Technological University, Qingdao 266033, China |
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| Abstract: | The seismic random model of ground motion under earthquake fortification level was given based on the new seismic code. The close forms of complex mode time history response and random seismic response were obtained according to the second order differential equation of ground motion for non-classically dynamic system. The mean value and variance of random seismic peak response were derived by peak factor and variation coefficient. The interval estimation method of random seismic peak response for non-classically dynamic system under earthquake fortification level is proposed. The maximum time history responses are studied by 31 actual ground records. The mean value of maximum responses is in accordance with that of random seismic peak response. The availability and reasonableness of the method were examined by typical examples. The interval estimation method could be an important method for seismic design in the future. |
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| Keywords: | earthquake fortification level non-classically dynamic system complex mode variation coefficient random seismic peak response interval estimation |
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