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- W882519863 abstract "The fatigue phenomenon, which is caused from accumulation of live load stress, is one of the main factors controlling the life of the steel bridge. In recent, increasing of the serviced year of the steel bridge and that of vehicle weight make the phenomenon as a primary concern to them. Korean code on the highway bridge design does not specify the detailed items such as design load, loading method and impact factor for fatigue. Therefore, fatigue design of the steel bridge is done as the same manner as the ordinary static design. By the way, if we think about design impact factor, the factor had been decided under extreme traffic condition, not by general condition. However, fatigue is induced under general traffic condition. Therefore, if we use the same impact factor for fatigue design, it can lead to over-design in terms of fatigue. In this paper, appropriate impact factor for fatigue design is presented from the parametric study on the dynamic behavior of the steel girder bridge. The parameters considered in this paper are bridge stiffness, vehicle model, traffic flow, and roughness of bridge surface etc. In addition, the feasibility of the proposed impact factor for fatigue design is substantiated through the comparison with measured impact factor." @default.
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- W882519863 date "2007-01-01" @default.
- W882519863 modified "2023-09-23" @default.
- W882519863 title "Suggestion of Impact Factor for Fatigue Design of steel Girder Bridge" @default.
- W882519863 hasPublicationYear "2007" @default.
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