Arturo López-Barraza
- Effect of modeling assumptions on the seismic behavior of steel buildings with perimeter moment frames. In: Structural Engineering and Mechanics, v. 41, n. 2 (January 2012). (2012):
- Demands and distribution of hysteretic energy in moment resistant self-centering steel frames. In: Steel and Composite Structures, v. 20, n. 5 ( 2016). (2016):
- Seismic response estimation of steel buildings with deep columns and PMRF. In: Steel and Composite Structures, v. 17, n. 4 (October 2014). (2014):
- Accuracy of combination rules and individual effect correlation: MDOF vs SDOF systems. In: Steel and Composite Structures, v. 12, n. 4 (April 2012). (2012):
- Combined effect of the horizontal components of earthquakes for moment resisting steel frames. In: Steel and Composite Structures, v. 4, n. 3 (June 2004). (2004):
- (2019): Improving the Structural Reliability of Steel Frames Using Posttensioned Connections. In: Advances in Civil Engineering, v. 2019 ( 2019).
- Multi-Component Seismic Response Analysis – A Critical Review. In: Journal of Earthquake Engineering, v. 12, n. 5 ( 2008). (2008):
- Force reduction factors for steel buildings with welded and post-tensioned connections. In: Bulletin of Earthquake Engineering, v. 14, n. 10 (May 2016). (2016):
- Ductility reduction factors for steel buildings considering different structural representations. In: Bulletin of Earthquake Engineering, v. 13, n. 6 (September 2014). (2014):