Hysteretic model parameters for seismic performance assessment of cyclically degraded reinforced concrete columns-Reference-Cited by-同舟云学术

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Hysteretic model parameters for seismic performance assessment of cyclically degraded reinforced concrete columns

Published:2024-04 Issue: Volume:179 Page:108519
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Park Yewon^ORCID,Lee Chang Seok^ORCID,Jeon Jong-Su^ORCID

Funder

National Research Foundation of Korea

Ministry of Science, ICT and Future Planning

Publisher

Elsevier BV

Reference77 articles.

1. Modelling failures in existing reinforced concrete columns;Elwood;Can J Civ Eng,2004

2. Lumped-plasticity models for performance simulation of bridge columns;Berry;ACI Struct J,2008

3. Deformations of concrete members at yielding and ultimate under monotonic or cyclic loading (including Repaired and Retrofitted members);Biskinis,2009

4. Calibrated analytical element for lateral-strength degradation of reinforced concrete columns;LeBorgne;Eng Struct,2014

5. Calibration of model to simulate response of reinforced concrete beam-columns to collapse;Haselton;ACI Struct J,2016

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