چکیده مقاله
Steel bridges structures are subjected to repeated cyclic stresses due to traffic load The damage accumulation of these cyclic stresses can initiate cracks in a members leading to fatigue failure The randomness of the nature of vehicle induced fatigue load in combination of fatigue strength may cause toincrease uncertainty in the prediction of the bridge fatigue life In this research, the fatigue detail coefficient A, and the equivalent stress range ,
کلیدواژهها
نویسندگان
Naser Shabakhty
Assistant Professor, Faculty of Civil Engineering, University of Sistan & Baluchestan
S.Morteza Honarvar
M Sc student in Civil Engineering, University of Sistan & Baluchestan
شیوه ارجاع
Shabakhty, Naser and Honarvar, S.Morteza,1391,Reliability Assessment of the Urumia Lake Bridge Considering the Failure due to the Fatigue damage,9th International Congress on Civil Engineering,Isfahan
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