Axial Stress–Strain Model for FRCM Confinement of Masonry Columns
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DOI: 10.1061/(asce)cc.1943-5614.0001089
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... read more here.
Keywords: masonry columns; axial stress; model frcm; strain model ... See more keywords