Deterioration modeling of steel moment resisting frames using finite-length plastic hinge force-based beam-column elements
The use of empirically calibrated moment-rotation models that account for strength and stiffness deterioration of steel frame members is paramount in evaluating the performance of steel structures prone to collapse under seismic loading. These deterioration models are typically used as zero-length s...
| Main Authors: | , , , |
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| Format: | Article |
| Published: |
American Society of Civil Engineers
2015
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| Subjects: | |
| Online Access: | https://eprints.nottingham.ac.uk/46487/ |