Now showing items 1-2 of 2
Cyclic behavior of steel I-beams modified by a welded haunch and reinforced with GFRP
(Techno Press, 2009)
Flange and web local buckling in beam plastic hinge regions of steel moment frames can prevent beam-column connections from achieving adequate plastic rotations under earthquake-induced forces. Reducing the flange-web ...
Lateral stiffness of steel bridge I-girders braced by metal deck forms
(American Society of Civil Engineers, 2009)
The lateral-torsional buckling capacity of steel bridge girders is often increased by incorporating bracing along the girder length. Permanent metal deck forms (PMDF) that are used to support the wet concrete deck during ...