Modelling of hysteresis behaviour of moment-resisting timber joints strengthened with FRP composites
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DOI: 10.1016/j.ijmecsci.2020.105593
Abstract: Abstract The integrity of moment-resisting timber framed structures can be compromised in a seismic event due to damage of the joint region. Externally bonded carbon fibre-reinforced polymer (CFRP) composites offers an effective retrofit strategy for… read more here.
Keywords: moment; hysteresis behaviour; resisting timber; modelling hysteresis ... See more keywords