Driving adaptability of highway steel-concrete composite beam bridge with multiple damages: theory, technology and practice

Author:

Guo Zhibo1,Bu Jianqing23,Zhang Jiren4

Affiliation:

1. School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, P. R. China

2. State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang, P. R. China

3. School of Traffic and Transportation, Shijiazhuang Tiedao University, Shijiazhuang, P. R. China

4. School of Civil Engineering, Hunan University, Changsha, P. R. China

Funder

National Key R&D Program of China

Key R&D Program of Hebei Province

Postgraduate Innovation Fund Project of Hebei Province

Publisher

Informa UK Limited

Reference38 articles.

1. Finite Element Analysis Method for Mechanical Properties of Steel-Concrete Composite Beam Bridges with Multiple Damages;Bu J.-Q.;Journal of Jilin University,2023

2. China Automotive Technology and Research Center Co.Ltd. 2004. Limits of Dimensions, Axle Load and Masses for Road Vehicles. Beijing, China: Standards Press of China.

3. Vehicle–bridge coupling dynamic response of sea-crossing railway bridge under correlated wind and wave conditions

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