Study on vehicle-bridge coupling vibration response and impact factor of spatial Y-shaped tied arch bridge

Author:

Sun Jianpeng,Zheng ShihaoORCID,Zhang Jiaju,Huang Ruiqi,Xu Weichao,Cheng Maili

Funder

Natural Science Foundation of Shaanxi Province

Natural Science Basic Research Program of Shaanxi Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference29 articles.

1. Innovative design of novel main and secondary arch collaborative y-shaped arch bridge and research on shear lag effect of its unconventional thin-walled steel box arch ribs;Huang;Appl. Sci.,2022

2. Static and dynamic structural performances of a special-shaped concrete-filled steel tubular arch bridge in extreme events using a validated computational model;Cheng;Arab. J. Sci. Eng.,2018

3. Jie L, Ziyu X, Junfeng Z, Hanbin X. Study on impact coefficient of special-shaped arch bridge considering excitation, member and response. J Railway Sci Eng, 19(02), 435-443. doi:10.19713/j.cnki.43-1423/u.t20210139.

4. Investigation on the dynamic impact factor of a concrete filled steel tube butterfly arch bridge;Qin;Eng. Struct.,2022

5. Research progress on the theory and application of vehicle-bridge coupling vibration of highway;Deng;China J. Highways,2018

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