| 毛尔盖电站塔基边坡地震动力响应研究 |
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| 引用本文： | 李华东. 毛尔盖电站塔基边坡地震动力响应研究[J]. 路基工程, 2010, 0(3): 167-169 |
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| 作者姓名： | 李华东 |
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| 作者单位： | 成都纺织高等专科学校建筑工程系，成都611731 |
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| 摘 要： | 介绍运用Midas/GTS进行地震动力分析的理论依据、边界输入、加速度时程合成以及阻尼的确定，利用Midas/GTS岩土工程有限元软件对毛尔盖电站进水口边坡在塔基荷载作用下的稳定性进行了地震动力响应分析，并提出了相应的加固建议。
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| 关 键 词： | 边坡 地震动力响应分析 加速度放大系数 数值模拟 Midas/GTS |
| 收稿时间： | 2019-11-05 |
Study on Earthquake Dynamic Response of Tower Foundation Slope of Maoergai Power Plant |
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| LI Hua-dong. Study on Earthquake Dynamic Response of Tower Foundation Slope of Maoergai Power Plant[J]. , 2010, 0(3): 167-169 |
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| Authors: | LI Hua-dong |
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| Affiliation: | LI Hua-dong (Construction Engineering Department of Chengdu Textile College,Chengdu 611731,China) |
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| Abstract: | This paper introduces the theory basis,boundary input,acceleration synthetic time histories and damping determination for earthquake dynamic response analysis with Midas/GTS.It conducts earthquake dynamic response analysis of the stability of slope in Maoergai Power Plant water inlet under tower foundation load with Midas/GTS geotechnical engineering finite element software,and puts forward the corresponding suggestions on reinforcement. |
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| Keywords: | Midas/GTS |
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