Equivalent Vehicle Model Based on Traffic Flow of Long-Span Steel Box Girder Bridge
Author:
Affiliation:
1. Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China.
2. Dept. of Structural Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).
3. Shenzhen-Zhongshan Bridge Management Center, Zhongshan 528400, China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6086
Reference33 articles.
1. AASHTO. 2017. Bridge design specifications. Washington, DC: AASHTO.
2. ASME. 2015. Boiler and pressure vessel code. ASME BPVC VIII-2-2015. New York: ASME.
3. BSI (British Standards Institution). 1980. Steel, concrete and composite bridges-part 10: Code of practice for fatigue. BS 5400. London: BSI.
4. CEN (European Committee for Standardization). 2005. Design of steel structures part 1-9: Fatigue. Eurocode 3. Brussels, Belgium: CEN.
5. Bridge vehicle load model on different grades of roads in China based on Weigh-in-Motion (WIM) data
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