Stephen A. Mahin
- A unified earthquake-resistant design method for steel frames using arma models. In: Earthquake Engineering and Structural Dynamics, v. 20, n. 5 (Mai 1991). (1991):
- An unconditionally stable hybrid pseudodynamic algorithm. In: Earthquake Engineering and Structural Dynamics, v. 24, n. 5 (Mai 1995). (1995):
- Transient response in steel moment frames caused by brittle connection fracture. In: Earthquake Engineering and Structural Dynamics, v. 36, n. 15 (Dezember 2007). (2007):
- Strongback System: A Way to Reduce Damage Concentration in Steel-Braced Frames. In: Journal of Structural Engineering (ASCE), v. 141, n. 9 (September 2015). (2015):
- Ultimate Behavior of Heavy Steel Section Welded Splices and Design Implications. In: Journal of Structural Engineering (ASCE), v. 116, n. 8 (August 1990). (1990):