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Article: Design and numerical analysis of reusable column base connection with pinned energy dissipators

TitleDesign and numerical analysis of reusable column base connection with pinned energy dissipators
Authors
KeywordsColumn base connection
Finite element model
Parametric study
Reusability
Rocking structures
Self-centring
Issue Date2024
Citation
Journal of Constructional Steel Research, 2024, v. 223, article no. 109012 How to Cite?
AbstractThis paper represents a comprehensive numerical analysis of a reusable column base connection previously proposed by the authors. The energy dissipator utilised in the proposed connection was investigated from the aspect of the design procedure, experimental study, and numerical simulation. The test specimens were designed following the design procedure and served as a reference for comparison with the finite element (FE) models in ABAQUS. The findings indicate that the energy dissipator behaves in accordance with expectations, affirming the feasibility of the modelling approach. To investigate the impact of key design parameters on the global and local behaviours of the proposed connection, an advanced FE model was developed and sufficiently validated against the experimental data from prior research by the authors. Three sets of FE models were constructed corresponding to three design parameters, including the global slenderness of the reduced section, the strength factor, as well as the deflection angle of the dissipative plate. The parametric study focuses on the energy dissipation capacity and reusability. The outcomes contribute to a deeper comprehension of the assumptions and constraints of the design process, offering practical suggestions to enhance the seismic performance of the proposed connection.
Persistent Identifierhttp://hdl.handle.net/10722/349225
ISSN
2023 Impact Factor: 4.0
2023 SCImago Journal Rankings: 1.261

 

DC FieldValueLanguage
dc.contributor.authorMa, Qi-
dc.contributor.authorChan, Tak Ming-
dc.date.accessioned2024-10-17T06:57:07Z-
dc.date.available2024-10-17T06:57:07Z-
dc.date.issued2024-
dc.identifier.citationJournal of Constructional Steel Research, 2024, v. 223, article no. 109012-
dc.identifier.issn0143-974X-
dc.identifier.urihttp://hdl.handle.net/10722/349225-
dc.description.abstractThis paper represents a comprehensive numerical analysis of a reusable column base connection previously proposed by the authors. The energy dissipator utilised in the proposed connection was investigated from the aspect of the design procedure, experimental study, and numerical simulation. The test specimens were designed following the design procedure and served as a reference for comparison with the finite element (FE) models in ABAQUS. The findings indicate that the energy dissipator behaves in accordance with expectations, affirming the feasibility of the modelling approach. To investigate the impact of key design parameters on the global and local behaviours of the proposed connection, an advanced FE model was developed and sufficiently validated against the experimental data from prior research by the authors. Three sets of FE models were constructed corresponding to three design parameters, including the global slenderness of the reduced section, the strength factor, as well as the deflection angle of the dissipative plate. The parametric study focuses on the energy dissipation capacity and reusability. The outcomes contribute to a deeper comprehension of the assumptions and constraints of the design process, offering practical suggestions to enhance the seismic performance of the proposed connection.-
dc.languageeng-
dc.relation.ispartofJournal of Constructional Steel Research-
dc.subjectColumn base connection-
dc.subjectFinite element model-
dc.subjectParametric study-
dc.subjectReusability-
dc.subjectRocking structures-
dc.subjectSelf-centring-
dc.titleDesign and numerical analysis of reusable column base connection with pinned energy dissipators-
dc.typeArticle-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/j.jcsr.2024.109012-
dc.identifier.scopuseid_2-s2.0-85203818710-
dc.identifier.volume223-
dc.identifier.spagearticle no. 109012-
dc.identifier.epagearticle no. 109012-

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