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Influence of span-to-depth ratio on dynamic response of vehicle-turnout-bridge system in high-speed railway

Chuanqing Dai Tao Xin Shenlu Qiao Yanan Zhang Pengsong Wang Mahantesh M.Nadakatti

高速铁路（英文）2024，Vol.2Issue(1)：30-41,12.

高速铁路（英文）2024，Vol.2Issue(1)：30-41,12.DOI:10.1016/j.hspr.2024.02.002

Influence of span-to-depth ratio on dynamic response of vehicle-turnout-bridge system in high-speed railway

Chuanqing Dai ¹Tao Xin ¹Shenlu Qiao ²Yanan Zhang ¹Pengsong Wang ¹Mahantesh M.Nadakatti³

作者信息

1. School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China
2. China Railway Engineering Design and Consulting Group Co.,Ltd.,Beijing 100070,China
3. Karnatak Law Society's Gogte Institute of Technology,Belagavi 590006,India
折叠

摘要

关键词

Turnout on bridge/Span-to-depth ratio/Dynamic response/Vehicle-turnout-bridge system/High-speed railway

Key words

Turnout on bridge/Span-to-depth ratio/Dynamic response/Vehicle-turnout-bridge system/High-speed railway

引用本文复制引用

Chuanqing Dai,Tao Xin,Shenlu Qiao,Yanan Zhang,Pengsong Wang,Mahantesh M.Nadakatti..Influence of span-to-depth ratio on dynamic response of vehicle-turnout-bridge system in high-speed railway[J].高速铁路（英文）,2024,2(1):30-41,12.

基金项目

This work was supported by the National Key R&D Program of China(2022YFB2602900),the 111 Project(B20040),and the China Railway Science and Technology Research and Development Program Project(N2023T011-A(JB)). （2022YFB2602900）

高速铁路（英文）

ISSN：2949-8678

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