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Based on the vehicle flow information of the highway within 10 years, the fatigue performance of a two\u2010way four\u2010lane steel\u2010concrete composite continuous beam bridge deck is studied in this research. The results indicate that the effect of the wheel track position is negligible for two\u2010way four\u2010lane bridge when the wheel track sways laterally, and the fatigue stress of bridge deck concrete is the most unfavorable while the loading position is 7.0\u2009m away from the bridge center line. The fatigue damage decreases by 30%\u201340% when the centerline of the lane deviates from the most unfavorable stress position by 1\u2009m. The punching fatigue of the concrete is more sensitive to the changes in slab thickness, and the thickness of the deck concrete slab is recommended to be \u226535\u2009cm.<\/jats:p>","DOI":"10.1155\/2021\/6610830","type":"journal-article","created":{"date-parts":[[2021,6,8]],"date-time":"2021-06-08T19:40:47Z","timestamp":1623181247000},"update-policy":"https:\/\/doi.org\/10.1002\/crossmark_policy","source":"Crossref","is-referenced-by-count":2,"title":["Fatigue Performance of Steel\u2010Concrete Composite Continuous Box Girder Bridge 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