Implementation and Calibration of Finite-Length Plastic Hinge Elements for Use in Seismic Structural Collapse Analysis

Ribeiro, Filipe L.A.; Neves, Luis A. C.; Barbosa, Andre R.

Abstract

Copyright © Taylor & Francis Group, LLC. Finite-length plastic hinge (FLPH) models have shown advantages over the concentrated plasticity hinge (CPH) models. However, empirical phenomenological relationships, such as Modified Ibarra–Medina–Krawinkler (ModIMK) deterioration model, were mainly calibrated for use in CPH models. ModIMK relationships are versatile and have been applied to steel, reinforced concrete, and timber structures. Herein, a calibration procedure of FLPH models and a unified algorithm for use of ModIMK relationships in CPH and FLPH models are presented. Results from included examples validate the proposed algorithms, which were implemented in OpenSees. Additionally, results highlight that FPLH models avoid errors and convergence pitfalls of CPH models.

Citation

Ribeiro, F. L., Neves, L. A. C., & Barbosa, A. R. (2017). Implementation and Calibration of Finite-Length Plastic Hinge Elements for Use in Seismic Structural Collapse Analysis. Journal of Earthquake Engineering, 21(8), 1197-1219. https://doi.org/10.1080/13632469.2015.1036327

• Journal Article Type: Article
• Acceptance Date: Mar 23, 2015
• Online Publication Date: Oct 2, 2017
• Publication Date: Nov 17, 2017
• Deposit Date: Dec 6, 2017
• Publicly Available Date: Oct 3, 2018
• Journal: Journal of Earthquake Engineering
• Print ISSN: 1363-2469
• Electronic ISSN: 1559-808X
• Publisher: Taylor and Francis
• Peer Reviewed: Peer Reviewed
• Volume: 21
• Issue: 8
• Pages: 1197-1219
• DOI: https://doi.org/10.1080/13632469.2015.1036327
• Public URL: https://nottingham-repository.worktribe.com/output/886207
• Publisher URL: http://www.tandfonline.com/doi/full/10.1080/13632469.2015.1036327
• Additional Information: Peer Review Statement: The publishing and review policy for this title is described in its Aims & Scope.; Aim & Scope: http://www.tandfonline.com/action/journalInformation?show=aimsScope&journalCode=ueqe20
• Contract Date: Dec 6, 2017