The Theoretical Impact Factor Spectrum for Highway Beam Bridges-Reference-Cited by-同舟云学术

The Theoretical Impact Factor Spectrum for Highway Beam Bridges

Published:2021-12 Issue:12 Volume:26 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ma Lin¹,Wu Liuhao²,Cai C. S.³^ORCID,Li Shaofan⁴^ORCID

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of Hohai, No. 1 Xikang Rd., Nanjing 210024, Jiangsu, China.

2. Postgraduate, Dept. of Civil Engineering, Univ. of Hohai, No. 1 Xikang Rd., Nanjing 210024, Jiangsu, China.

3. Professor, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 211189, Jiangsu, China.Formerly, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803. ORCID: .

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001800

Reference41 articles.

1. AASHTO. 2017. LRFD bridge design specifications. Washington, DC: AASHTO.

2. Vibration of beams with general boundary conditions due to a moving random load;Abu-Hilal M.;Arch. Appl. Mech.,2003

3. Dynamic interaction between vehicle and bridge deck subjected to support settlement

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

5. Lifetime Highway Bridge Traffic Load Effect from a Combination of Traffic States Allowing for Dynamic Amplification

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