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三峡库区架空墩式散货码头结构模态分析
引用本文:周世良,吴飞桥,王全,李丰华. 三峡库区架空墩式散货码头结构模态分析[J]. 港工技术, 2010, 47(3): 25-27
作者姓名:周世良  吴飞桥  王全  李丰华
作者单位:重庆交通大学河海学院,重庆,400074
基金项目:重庆市高校优秀人才支持计划资助课题 
摘    要:架空墩式码头结构是适用于三峡库区大型散货码头的新结构型式。本研究以重钢环保搬迁大型散货出口码头为例,采用有限元法对其码头结构建立三维有限元模型,并进行模态分析,在得到结构的各阶模态后,提取关键模态分析结构的振形特点。最后,结合码头的基本工况,评价码头结构的安全性。

关 键 词:三峡库区  架空墩式码头  振动特性  模态分析

Modal Analysis on Over-head Pier Bulk Wharf in The Three Gorges Reservoir District
Zhou Shiliang,Wu Feiqiao,Wang Quan,Li Fenghua. Modal Analysis on Over-head Pier Bulk Wharf in The Three Gorges Reservoir District[J]. Port Engineering Technology, 2010, 47(3): 25-27
Authors:Zhou Shiliang  Wu Feiqiao  Wang Quan  Li Fenghua
Affiliation:(College of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, China)
Abstract:Over-head pier bulk wharf is a new structure and applicable in The Three Gorges reservoir district. Taking the large-size bulk export wharf for environmental protection of steelworks of Chongqing as an example, the 3D finite element model for the structure was built by finite element method and then a modal analysis on it was given. After the mode at each stage was obtained, the key mode was extracted to analyze the characteristics of the vibration shape. At last, the self-vibration security estimation was given under the basic work condition of the wharf.
Keywords:The Three Gorges reservoir district  over-head pier bulk wharf  vibration characteristics  modal analysis
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