首页|期刊导航|铁道工程科学（英文）|A discussion about the limitations of the Eurocode's high-speed load model for railway bridges
铁道工程科学（英文）2024，Vol.32Issue(2)：211-228,18.DOI:10.1007/s40534-023-00321-5
A discussion about the limitations of the Eurocode's high-speed load model for railway bridges
A discussion about the limitations of the Eurocode's high-speed load model for railway bridges
摘要
关键词
High-speed load model/Dynamic analysis/High-speed railways/Train signature/Railway bridges/Deck accelerationKey words
High-speed load model/Dynamic analysis/High-speed railways/Train signature/Railway bridges/Deck acceleration引用本文复制引用
Gonçalo Ferreira,Pedro Montenegro,José Rui Pinto,António Abel Henriques,Rui Calçada..A discussion about the limitations of the Eurocode's high-speed load model for railway bridges[J].铁道工程科学（英文）,2024,32(2):211-228,18.基金项目
This work was financially supported by the Por-tuguese Foundation for Science and Technology(FCT)through the PhD scholarship PD/BD/143007/2018.The authors would like also to acknowledge the financial support of the projects IN2TRACK2—Research into enhanced track and switch and crossing system 2 and IN2TRACK3—Research into optimised and future railway infrastruc-ture funded by European funds through the H2020(SHIFT2RAIL Innovation Programme)and of the Base Funding—UIDB/04708/2020 of the CONSTRUCT—Instituto de I&D em Estruturas e Con-struções—funded by national funds through the FCT/MCTES(PIDDAC). （FCT）
