| 阪神地震中地下结构和隧道的破坏现象浅析 |
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| 引用本文： | 王瑞民,罗奇峰. 阪神地震中地下结构和隧道的破坏现象浅析[J]. 灾害学, 1998, 0(2) |
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| 作者姓名： | 王瑞民 罗奇峰 |
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| 作者单位： | 同济大学结构理论研究所!上海，200092，同济大学结构理论研究所!上海，200092 |
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| 基金项目： | 清华大学结构工程与振动开放研究实验室研究基金 |
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| 摘 要： | 概述了阪神地震中地铁车站和地下隧道所造成的破坏情况，说明了地下结构较之于地面结构具有更为良好的抗震性能，同时也说明在地下结构的抗震设计中应认真研究直下型地震的强地面运动破坏作用。
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| 关 键 词： | 阪神地震 地下结构 震害分析 |
ANALYSIS ON THE DAMAGE TO UNDERGROUND STRUCTURE AND TUNNEL IN KOBE ARE CAUSED BY HANSHIN EARTHQUAKE |
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| Wang Ruimin, Luo Qifeng. ANALYSIS ON THE DAMAGE TO UNDERGROUND STRUCTURE AND TUNNEL IN KOBE ARE CAUSED BY HANSHIN EARTHQUAKE[J]. Journal of Catastrophology, 1998, 0(2) |
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| Authors: | Wang Ruimin Luo Qifeng |
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| Abstract: | The damage to the underground structures and tunnels in Kobe after theHanshin earthquake are investigated and analyzed. A conclusion can be drawn that theearthquake resistance capacity of undcrground structures is better than that of groundstructures. However, the strong ground motion should be considered in the design ofunderground structures. |
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| Keywords: | Hanshin earthquake Underground structures Damage analysis |
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