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地铁工程结构破坏的竖向地震力影响分析
引用本文:于翔,钱七虎,赵跃堂,郭志昆.地铁工程结构破坏的竖向地震力影响分析[J].解放军理工大学学报,2001,2(3):75-77.
作者姓名:于翔  钱七虎  赵跃堂  郭志昆
作者单位:解放军理工大学工程兵工程学院 江苏南京210007 (于翔,钱七虎,赵跃堂),解放军理工大学工程兵工程学院 江苏南京210007(郭志昆)
摘    要:在1995年的日本阪神地震中,地铁工程结构发生前所未有的破坏,其中柱的破坏尤为严重,人们通常认为中柱的破坏是由水平地震力引起的,但地铁结构的有些震害现象至今无法得到圆满的解释,采用冲量理论分析竖向地震力对地铁结构中柱破坏的影响,能较好的解释中柱破坏的震害现象,这说明竖向地震力对地铁工程结构的破坏有显著影响。

关 键 词:地铁结构  中柱  竖向地震力  冲量理论  结构破坏  动力响应  地震工程
文章编号:1009-3443(2001)03-0075-03
修稿时间:2000年8月24日

Analysis of Vertical Earthquake Influence on Damage to Subway Structures
YU Xiang,QIAN Qi-hu,ZHAO Yue-tang and GUO Zhi-kun.Analysis of Vertical Earthquake Influence on Damage to Subway Structures[J].Journal of PLA University of Science and Technology(Natural Science Edition),2001,2(3):75-77.
Authors:YU Xiang  QIAN Qi-hu  ZHAO Yue-tang and GUO Zhi-kun
Institution:Engineer ing I nstitute of Engineering Cor ps, PLA Univ . of Sci. & T ech. , Nanjing 210007, China;Engineer ing I nstitute of Engineering Cor ps, PLA Univ . of Sci. & T ech. , Nanjing 210007, China;Engineer ing I nstitute of Engineering Cor ps, PLA Univ . of Sci. & T ech. , Nanjing 210007, China;Engineer ing I nstitute of Engineering Cor ps, PLA Univ . of Sci. & T ech. , Nanjing 210007, China
Abstract:During the 1995 Hyogoken Nanbu earthquake, there were severe damages to subway structures, especially to the center column. Ordinary horizontal earthquake is the main cause of collapse of center column, but so far no damage has been explained satisfactorily. In this paper, impulse theory is used to analyze the influence of vertical earthquake on the center column, which can best explain the damage. The research result shows that vertical earthquake plays an important role in damage to subway structures.
Keywords:subway structures  center column  vertical earthquake  impulse theory
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