| 抽水蓄能电站地下厂房楼板结构的动力特性分析 |
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| 引用本文： | 韩芳,钟冬望,汪君. 抽水蓄能电站地下厂房楼板结构的动力特性分析[J]. 武汉冶金科技大学学报, 2011, 0(1): 72-75 |
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| 作者姓名： | 韩芳 钟冬望 汪君 |
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| 作者单位： | [1]武汉科技大学理学院,湖北武汉430065 [2]武汉科技大学冶金工业过程系统科学湖北省重点实验室,湖北武汉430081 [3]中国五环工程有限公司,湖北武汉430223 |
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| 基金项目： | 湖北省教育厅基金资助项目（B20101102）; 武汉科技大学校基金资助项目（2009xz20） |
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| 摘 要： | 以某电站地下厂房楼板结构为例,采用计算模拟法对抽水蓄能电站常用的板梁和厚板结构进行计算,并对其不同楼板结构的动力特性进行了对比分析。结果表明,当厂房楼板的静力刚度要求较高时（板梁结构静力刚度等效于1.5 m厚板结构）,板梁结构自振频率高、动力响应小,其结构形式优于厚板结构;当厂房楼板的静力刚度要求不高时（板梁结构静力刚度等效于1.0 m厚板结构）,板梁和厚板结构的动力特性相差不大。
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| 关 键 词： | 抽水蓄能电站 动力特性 动力响应 厚板结构 板梁结构 |
Dynamical analysis of the underground powerhouse floor structure of a pumped storage power station |
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| Han Fang,Zhong Dongwang,Wang Jun. Dynamical analysis of the underground powerhouse floor structure of a pumped storage power station[J]. , 2011, 0(1): 72-75 |
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| Authors: | Han Fang Zhong Dongwang Wang Jun |
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| Affiliation: | 1.College of Science,Wuhan University of Science and Technology,Wuhan 430065,China;2.Hubei Province Key Laboratory of Systems Science in Metallurgical Process,Wuhan University of Science and Technology,Wuhan 430081,China;3.Wuhuan Engineering Co.,Ltd.,Wuhan 430223,China) |
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| Abstract: | This paper presents a numerical simulation of the underground powerhouse floor structure of a pumped storage power plant.It indicates that the plate girder structure has static stiffness equivalent to the 1.5 meter thick plate structure,and therefore is superior to the latter in meeting higher requirement in static stiffness with its higher self-vibration frequency and less dynamical response.However,it also shows that both types have similar dynamical property when static stiffness is not highly required（static stiffness equivalent to the 1.0 meter thick plate structure）. |
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| Keywords: | pumped storage power station dynamical property dynamical response plate structure plate girder structure |
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