STEEL STRUCTURES (1)
Behavior of Reduced Link Sections in Eccentrically Braced Frames (EBFS) | |
On the Elastic Local Buckling of the Webs of Steel Cellular Columns | |
New Design Formulas of H-Shaped Steel Beam-Columns Subjected to Axial Compressive Force and Bending Moment | |
Optimized Non-Linear Solution for Bending Wide Flange Steel Beams about their Strong Axis |