A Numerical Method for Solving Evolutionary Statistical Characteristics of Dynamic Responses of the Vehicle–Bridge Coupled System Based on the Recursion Principle-Reference-Cited by-同舟云学术

A Numerical Method for Solving Evolutionary Statistical Characteristics of Dynamic Responses of the Vehicle–Bridge Coupled System Based on the Recursion Principle

Published:2023-10 Issue:10 Volume:149 Page:
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Ma Lin¹,Cai C. S.²,Zhou Guangdong³,Li Shaofan⁴

Affiliation:

1. Associate Professor, School of Civil Engineering and Transportation, Univ. of Hohai, Nanjing, Jiangsu 210098, PR China.

2. Professor, School of Transportation, Southeast Univ., Nanjing, Jiangsu 211189, PR China; Professor Emeritus, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803 (corresponding author).

3. Professor, School of Civil Engineering and Transportation, Univ. of Hohai, Nanjing, Jiangsu 210098, PR China.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

https://ascelibrary.org/doi/pdf/10.1061/JENMDT.EMENG-7089

Reference28 articles.

1. Vibration of beams with general boundary conditions due to a moving random load

2. Effect of approach span condition on vehicle-induced dynamic response of slab-on-girder road bridges

3. Highway Vehicle-Bridge Coupled Vibrations

4. An efficient procedure to obtain exact solutions in random vibration analysis of linear structures

5. Dynamic Impact Factors for Shear and Bending Moment of Simply Supported and Continuous Concrete Girder Bridges

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