Modal Analysis on the Structure of Inland River Overhead-erection Container Terminal

Journal of Chongqing Jiaotong University(Natural Science) ›› 2008, Vol. 27 ›› Issue (3): 463-466.

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Modal Analysis on the Structure of Inland River Overhead-erection Container Terminal

HUANG Jian-yong¹, WANG Duo-yin², SHI Xing-yong¹

1. Guangxi Communications Planning, Surveying & Designing Institute, Guangxi Nanning 530011, China;
2. Chongqing Jiaotong University, Chongqing 400074, China

Received:2007-12-07 Revised:2008-01-14 Online:2008-06-20 Published:2016-11-14

内河架空直立式集装箱码头结构特性的模态分析

黄建勇¹, 王多垠², 石兴勇¹

1. 广西交通规划勘察设计研究院, 广西南宁 530011;
2. 重庆交通大学河海学院, 重庆 400074

作者简介:黄建勇(1966-),男,广西天等县人,高级工程师,主要从事水运工程的设计和研究工作。E-mail:h2hjy@sina.com。
基金资助:
西部交通建设科技项目(200332822258);重庆市重点自然基金项目(CSTC,2007BA6020)

Abstract

Abstract: Because of the complicated structure of inland river overhead-erection terminal,it can't be analyzed by convertional modal analysis but by that of structure special software.By finite element method,modal analysis on the structure of inland river overhead-erection container terminal with the space rigid-frame model has been estab lished and the power property of this structure has beer discussed preliminarily.Accordingly,the calculation result can offer the basis for the study on the structure.

Key words: inland river, overhead-erection container terminal, finite element method, modal analysis

摘要： 由于内河架空直立式码头结构复杂,不能采用一般的传统计算方法进行模态分析,而应采用结构专业软件进行分析。采用有限元法建立空间刚架模型,对内河架空直立式集装箱码头结构进行了模态分析,初步探讨了内河架空直立式码头结构的动力特性,为合理结构型式的研究提供了依据。

关键词: 内河, 直立式箱码头, 空间刚架, 有限元法, 模态分析

CLC Number:

U656

HUANG Jian-yong, WANG Duo-yin, SHI Xing-yong. Modal Analysis on the Structure of Inland River Overhead-erection Container Terminal[J]. Journal of Chongqing Jiaotong University(Natural Science), 2008, 27(3): 463-466.

黄建勇, 王多垠, 石兴勇. 内河架空直立式集装箱码头结构特性的模态分析[J]. 重庆交通大学学报（自然科学版）, 2008, 27(3): 463-466.

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Modal Analysis on the Structure of Inland River Overhead-erection Container Terminal

内河架空直立式集装箱码头结构特性的模态分析

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