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Fatigue life estimation of steel girder of Yangpu cable-stayed Bridge due to buffeting
Journal of Wind Engineering and Industrial Aerodynamics 80(1999)383-400，-0001，（）：
As the main span of modern cable-stayed bridges becomes longer and longer, the buffetinginduced fatigue damage problem of steel girders located in strong wind regions may have to be taken into consideration in the design of the bridge. This paper presents a method in the mixed frequency-time domain for estimating the fatigue life of steel girders of the Yangpu cable-stayed Bridge due to buffeting. In the suggested method, the joint probability density function of wind speed and wind direction at the deck level of the bridge is
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