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桥上双块式无砟轨道结构参数影响分析
引用本文:高俊英,王伟华.桥上双块式无砟轨道结构参数影响分析[J].山西建筑,2009,35(34):338-339.
作者姓名:高俊英  王伟华
作者单位:铁道第三勘察设计院集团有限公司,天津,300142
摘    要:根据梁板有限元理论,针对桥上双块式无砟轨道结构的特点,建立了相应的梁板有限元模型,分析了轨道结构参数对桥上双块式无砟轨道受力的影响,为双块式无砟轨道结构的设计提供了依据。

关 键 词:双块式无砟轨道  梁板有限元  参数分析

Influencing analysis of the structure coefficient of the bridge double block unballasted track
GAO Jun-ying,WANG Wei-hua.Influencing analysis of the structure coefficient of the bridge double block unballasted track[J].Shanxi Architecture,2009,35(34):338-339.
Authors:GAO Jun-ying  WANG Wei-hua
Affiliation:GAO Jun-ying WANG Wei-hua
Abstract:According to the beam plate finite element theory,and aiming at characteristics of the unballasted track structure on bridge,it establishes corresponding beam plate finite element model,analyzes influences of the track structure coefficient on the double block unballasted track on bridge,which provides basis for the double block unballasted track structure design.
Keywords:double block unballasted track  beam plate finite element  coefficient analysis
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