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The document discusses the implementation and calibration of finite-length plastic hinge elements for use in seismic structural collapse analysis. Finite-length plastic hinge models have advantages over concentrated plasticity hinge models, but empirical deterioration models were mainly calibrated for concentrated plasticity hinge models. The paper presents a calibration procedure for finite-length plastic hinge models and a unified algorithm for applying deterioration models to both concentrated plasticity

Author

Marwa Hamza

Language

EN