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Effect of temperature difference load of 32 m simply supported box beam bridge on track vertical irregularity

Kaize Xie Jun Xing Li Wang Chunxiang Tian Rong Chen Ping Wang

现代交通学报（英文版）2015，Vol.23Issue(4)：262-271,10.

现代交通学报（英文版）2015，Vol.23Issue(4)：262-271,10.DOI:10.1007/s40534-015-0090-2

Effect of temperature difference load of 32 m simply supported box beam bridge on track vertical irregularity

Kaize Xie ¹Jun Xing ¹Li Wang ¹Chunxiang Tian ²Rong Chen ¹Ping Wang¹

作者信息

1. MOE Key Laboratory of High-Speed Railway Engineering,Southwest Jiaotong University, Chengdu 610031, China
2. China Railway Eryuan Engineering Group Co.Ltd, Chengdu 610031, China
折叠

摘要

关键词

Simply supported beam bridge/Temperature gradient/Vertical irregularity/Beam height

Key words

Simply supported beam bridge/Temperature gradient/Vertical irregularity/Beam height

引用本文复制引用

Kaize Xie,Jun Xing,Li Wang,Chunxiang Tian,Rong Chen,Ping Wang..Effect of temperature difference load of 32 m simply supported box beam bridge on track vertical irregularity[J].现代交通学报（英文版）,2015,23(4):262-271,10.

基金项目

The research is supported by the National Science Foundation (U1234201) and the Doctorial Innovation Fund of Southwest Jiaotong University. （U1234201）

现代交通学报（英文版）

ISSN：2662-4745

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