| 边坡场地—结构动力相互作用分析 |
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| 引用本文： | 蒯行成,郭玮,茆秋华,潘成筋.边坡场地—结构动力相互作用分析[J].中南公路工程,2007,32(6):23-26. |
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| 作者姓名： | 蒯行成 郭玮 茆秋华 潘成筋 |
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| 作者单位： | 湖南大学力学与航空航天学院 湖南长沙410082 |
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| 摘 要： | 采用数值方法进行边坡场地—结构动力相互作用分析,包括水平成层场地和边坡场地的自由振动及场地卓越周期、场地—结构系统的地震响应,讨论了不同场地自由振动的性态及场地—结构系统共振的条件和特性。
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| 关 键 词： | 边坡 场地 土—结构动力相互作用 结构抗震 |
| 文章编号： | 1002-1205（2007）06-0023-04 |
| 收稿时间： | 2007-08-06 |
| 修稿时间： | 2007年8月6日 |
Analysis on Dynamic Slope-site-Structure Interaction |
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| KUAI Xingcheng, GUO Wei, MAO Qiuhua, PAN Chengjin.Analysis on Dynamic Slope-site-Structure Interaction[J].Central South Highway Engineering,2007,32(6):23-26. |
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| Authors: | KUAI Xingcheng GUO Wei MAO Qiuhua PAN Chengjin |
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| Abstract: | The numerical method is employed to perform the analysis on the dynamic slope-site-structure interaction.The free vibration and the predominant periods of the horizontal layered site and the slope site are included in the analysis.The seismic response of the site-structure system is also analysed.The free vibration behaviours of different sites and the condition and the behaviour of resonant vibration of the site-structure system are discussed. |
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| Keywords: | slope site dynamic soil-structure interaction earthquake resistance of structure |
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