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汽车下河码头架空斜坡道的结构瞬态动力分析
引用本文:宋成涛,王多垠,王晓丽,刘全兴.汽车下河码头架空斜坡道的结构瞬态动力分析[J].港工技术,2011,48(3):26-29.
作者姓名:宋成涛  王多垠  王晓丽  刘全兴
作者单位:1. 重庆交通大学交通运输学院,重庆,400074
2. 中交第二航务工程勘察设计院有限公司,湖北武汉,430071
摘    要:针对某港区汽车下河码头的架空斜坡道,采用有限元软件MIDAS分别建立其简支梁和连续梁结构的瞬态动力模型,数模计算结果表明:在最不利工况下,连续梁跨中的最大位移和最大弯矩均小于简支梁结构,连续梁可比简支梁节省纵向配筋约10%,本研究的结论可供类似工程参考.

关 键 词:架空斜坡道  简支梁  连续梁  瞬态动力分析

Structural Transient Dynamic Analysis on Overhead Ramp of Car Ro-Ro Wharf
Song Chengtao,Wang Duoyin,Wang Xiaoli,Liu Quanxing.Structural Transient Dynamic Analysis on Overhead Ramp of Car Ro-Ro Wharf[J].Port Engineering Technology,2011,48(3):26-29.
Authors:Song Chengtao  Wang Duoyin  Wang Xiaoli  Liu Quanxing
Institution:Song Chengtao1,Wang Duoyin1,Wang Xiaoli1,Liu Quanxing2(1.School of Traffic and Transportation,Chongqing Jiaotong University,Chongqing 400074,China,2.CCCC Second Harbor Consultants Co.,Ltd.,Wuhan Hubei 430071,China)
Abstract:As for the overhead ramp of car Ro-Ro wharf in some port area,the finite element software MIDAS is used to build structural transient dynamic models respectively for simple supported beam and continuous beam.According to the numerical model computing result,the maximum displacement and bending moment at the span centre of continuous beam structure are less than that of simple supported beam structure under the most adverse working condition.And longitudinal reinforcement of continuous beam structure is 10 %...
Keywords:overhead ramp  simple supported beam  continuous beam  transient dynamic analysis  
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