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A fatigue damage model for seismic response of RC structures

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Academic year: 2020

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Figure

Fig. 4. Relationship between rotations and deformation.
Fig. 8 shows the experimental [23] and numerical  results of the hysteretic response of a circular  cross-section column of reinforced concrete retrofitted with a  steel jacket
Fig. 7. Recomputation of total cumulative rotation.
Fig. 10. Numerical and experimental results for example 3. ^5= (-6) (-4) (-2)(-1) (1) (2) (4) (6) -~ 2 § Sim i  ^XP ' r : : : ! lation rimental :  -,  L J _ ^ _  }%ri  O T O T - H U J W  F U I H I  MHL-LOffcC  Hn

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