Multiple Presence Factor for Truck Load on Highway Bridges

Author:

Fu Gongkang1,Liu Lang2,Bowman Mark D.3

Affiliation:

1. Professor, Fuzhou Univ., Fuzhou 350108, China; Professor, Tongji Univ., Shanghai 200092, China; and Professor and Chair, Dept. of Civil, Architectural, and Environmental Engineering, Illinois Institute of Technology, Chicago, IL 60616 (corresponding author)

2. Ph.D. Candidate, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China.

3. Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Australian Standards. (2004). “Bridge design.” AS5100.7 Sydney Australia.

2. Canadian Standards Association. (2006). “Canadian highway bridge design code.” CAN/CSA-S6-06 Ontario Canada.

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2. Proof Load Testing Method by the American Association of State Highway and Transportation Officials and Suggestions for Improvement;Transportation Research Record: Journal of the Transportation Research Board;2023-05-04

3. Longitudinal Multiple Presence of Trucks on Continuous Bridge Spans;Practice Periodical on Structural Design and Construction;2023-05

4. Live Load Multiple Presence Factors for Design and Evaluation of Short-to-Medium Span Highway Bridges;Transportation Research Record: Journal of the Transportation Research Board;2023-04-08

5. A Design Live Load Model for Long-Span Bridges Based on Traffic Data and Simulations;ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering;2022-12

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