The paper presents a low cycle-fatigue assessment of steel moment resistant frames under seismic or other dynamic loading. The method is incorporated into a computer program for non-linear dynamic ...analysis of structures and enables damage control at every instant of time during the numerically simulated dynamic excitation. It is based on the loading history and the fatiguecurves, obtained from tests. Rotations in connections or in plastic hinges were selected as a relevant global deformation parameter. In this manner an efficient simplification of the method was introduced.
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