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Abstract Masonry columns often exhibit a lack of load-carrying capacity that is due to overloads and do not provide any ductility or dissipation capacity under seismic forces. Column confinement ha... Click to show full abstract
Abstract Masonry columns often exhibit a lack of load-carrying capacity that is due to overloads and do not provide any ductility or dissipation capacity under seismic forces. Column confinement ha...
Keywords:
masonry columns;
axial stress;
model frcm;
strain model;
masonry;
stress strain
Journal Title: Journal of Composites for Construction
Year Published: 2021
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Journal Title: Journal of Composites for Construction
Year Published: 2021
Link to full text (if available)
Share on Social Media: Sign Up to like & get
recommendations!