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Experimental Research and Numerical Simulation on the Hysteresis Performance of Strengthened Beam–Co...

Experimental Research and Numerical Simulation on the Hysteresis Performance of Strengthened Beam–Co...

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_b9cdee472cd044e798d3e53ddf0a43d2

Experimental Research and Numerical Simulation on the Hysteresis Performance of Strengthened Beam–Column Joints

About this item

Full title

Experimental Research and Numerical Simulation on the Hysteresis Performance of Strengthened Beam–Column Joints

Publisher

Basel: MDPI AG

Journal title

Buildings (Basel), 2025-05, Vol.15 (9), p.1421

Language

English

Formats

Publication information

Publisher

Basel: MDPI AG

More information

Scope and Contents

Contents

Beam–column joints in reinforced concrete frames are subjected to complex forces and are prone to damage under seismic actions. This paper proposes a method to strengthen beam–column joints using angle steel and split bolts. The hysteretic performance of the strengthened components is investigated through test and finite element numerical simulatio...

Alternative Titles

Full title

Experimental Research and Numerical Simulation on the Hysteresis Performance of Strengthened Beam–Column Joints

Identifiers

Primary Identifiers

Record Identifier

TN_cdi_doaj_primary_oai_doaj_org_article_b9cdee472cd044e798d3e53ddf0a43d2

Permalink

https://devfeature-collection.sl.nsw.gov.au/record/TN_cdi_doaj_primary_oai_doaj_org_article_b9cdee472cd044e798d3e53ddf0a43d2

Other Identifiers

ISSN

2075-5309

E-ISSN

2075-5309

DOI

10.3390/buildings15091421

How to access this item