Yi-Fei Chen

Influence of T-Stub Stiffness Configuration on the Cyclic Performance and Damage Evolution of Blind-Bolted Beam-to-Square Hollow Section Column Connections

Four full-scale exterior beam-to-column connections comprising H-section beams and square hollow-section (SHS) columns were tested under low-cycle reversed loading to investigate two engineering-oriented T-stub section configurations and the effects of the presence or absence of triangular stiffeners. Failure modes, mo...