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Gary Scott Prinz

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Design criterion for fatigue strengthening of riveted beams in a 120-year-old railway metallic bridge using pre-stressed CFRP plates

Determination of minimum CFRP pre-stress levels for fatigue crack prevention in retrofitted metallic beams

Finite Element Analysis for Fatigue Damage Reduction in Metallic Riveted Bridges Using Pre-Stressed CFRP Plates

Experimental and numerical investigation of ductile top-flange beam splices for improved buckling-restrained braced frame behavior

Experimental testing and simulation of bolted beam-column connections having thick extended endplates and multiple bolts per row

Effect of radial base-plate welds on ULCF capacity of unanchored tank connections

Effect of Slab Stiffness on EBF Link Rotation Demands and Implications for Link Ultra Low-Cycle Fatigue Susceptibility

Finite element modeling for fatigue strengthening of metallic riveted bridges using un-bonded pre-stressed CFRP plates

Fatigue analysis of liquid-storage tank shell-to-base connections under multi-axial loading

Cyclic demand at the shell-bottom connection of unanchored steel tanks