After fabrication hot dip galvanizing. A practical reference for designers specifiers engineers cons

Tension-shear interaction of high-strength bolts during and after fire

Experimental and theoretical study on high strength extended endplate connections after fire

Lessons emerge from Cyclone Debbie aftermath

Mechanical properties of high-strength structural steel (ASTM A992) after fire

Two-way bending of base plates under uniaxial moment loading - alternative approach

Alternative approach to buckling of square hollow section columns in fire

Made to measure for big moments and modify after: London 2012 Olympic Stadium

Providing a more accurate picture. Comparison of structural frame alternatives for office buildings

Mechanical properties of ASTM A992 steel after fire