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三峡库区新型架空直立式码头结构模态分析
引用本文:汪 霏,王多银. 三峡库区新型架空直立式码头结构模态分析[J]. 水运工程, 2013, 0(1): 81-84
作者姓名:汪 霏  王多银
作者单位:1. 重庆交通大学河海学院,重庆,400074
2. 重庆交通大学河海学院,重庆400074;重庆市航运中心,重庆400074
基金项目:重庆市重大科技专项——"交通基础设施"
摘    要:
大桩径、大跨度的架空直立式码头结构将成为三峡成库后适应库区水文条件的新结构形式。以重庆主城港区纳溪沟码头为例,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,初步探讨了该结构形式的动力特性,评价码头结构的安全性。

关 键 词:大桩径  大跨度  新结构形式  模态分析

Modal analysis of new-style overhead vertical wharf in Three Gorges reservoir area
WANG Fei and WANG Duo-yin. Modal analysis of new-style overhead vertical wharf in Three Gorges reservoir area[J]. Port & Waterway Engineering, 2013, 0(1): 81-84
Authors:WANG Fei and WANG Duo-yin
Affiliation:School of River & Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, China;School of River & Ocean Engineering, Chongqing Jiaotong University, Chongqing 400074, China ;Waterway Shipping Research Center of Chongqing, Chongqing 400074, China
Abstract:
To adapting to the hydrological conditions in the Three Gorges reservoir area, the application ofnew-style overhead vertical wharf with large-diameter pile and span will be a tendency. Taking the Naxigou wharf in Chongqing district as an example, the 3D finite element model for the structure is built by finite element method and then a modal analysis on it is given to study preliminarily the dynamic property of this structure and evaluate the safety of the wharf structure.
Keywords:large-diameter pile   large span   new-style structure   model analysis
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