Interpreting adjoint equations in structural optimization [Technical Notes]

Simplified design equations for plate-to-CHS T and X joints for use in codes

New moment-rotation equation for welded steel beam-to-column connections

Strength equations of longitudinal plate-to-circular hollow sections (CHS) joints

Evaluation of the recent IIW (2012) and ISO (2013) strength equations for axially loaded CHS K gap j

Development of component stiffness equations for bolted connections to RHS columns

Performance of the unified block shear equation for common types of welded steel connections

Background of the new RHS joint strength equations in the IIW (2009) recommendations

The sixth equation that changed the world

A modified equation for expected maximum shear strength of the special segment for design of special