Arturo López-Barraza

Autonomous University of Sinaloa — Mexico

Engineering · Physical Sciences

9h-index166citations20works0.02yr avg
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Research Topics

Seismic Performance and Analysis(17), Structural Load-Bearing Analysis(12), Seismic and Structural Analysis of Tall Buildings(7), Structural Engineering and Vibration Analysis(6), Structural Health Monitoring Techniques(5)

Publications20 total

Local, Story, and Global Ductility Evaluation for Complex 2D Steel Buildings: Pushover and Dynamic Analysis
Applied Sciences·2019· 14 citedOpen Access
Improving the Structural Reliability of Steel Frames Using Posttensioned Connections
Advances in Civil Engineering·2019· 18 citedOpen Access
Strength or force reduction factors for steel buildings: MDOF vs SDOF systems
Journal of Vibroengineering·2017· 1 citedOpen Access
Prediction of Maximum Story Drift of MDOF Structures under Simulated Wind Loads Using Artificial Neural Networks
Applied Sciences·2017· 13 citedOpen Access
Force reduction factors for steel buildings with welded and post-tensioned connections
Bulletin of Earthquake Engineering·2016· 13 cited
Demands and distribution of hysteretic energy in moment resistant self-centering steel frames
Steel and Composite Structures·2016· 18 cited
Seismic demands of steel buildings with perimeter and spatial moment resisting frames
2015· 1 cited
Seismic response estimation of steel buildings with deep columns and PMRF
Steel and Composite Structures·2014· 5 cited
Seismic response estimation of steel buildings with deep columns and PMRF
Steel and Composite Structures·2014
Ductility reduction factors for steel buildings considering different structural representations
Bulletin of Earthquake Engineering·2014· 10 cited
Ductility Reduction Factors for Steel Buildings Modeled as 2D and 3D Structures
Applied Mechanics and Materials·2014· 1 cited
Seismic Response of 3D Steel Buildings considering the Effect of PR Connections and Gravity Frames
The Scientific World JOURNAL·2014· 4 citedOpen Access
Evaluation of the Response of Posttensioned Steel Frames with Energy Dissipators Using Equivalent Single-Degree-of-Freedom Systems
Advances in Materials Science and Engineering·2014· 3 citedOpen Access
Reduction of Maximum and Residual Drifts on Posttensioned Steel Frames with Semirigid Connections
Advances in Materials Science and Engineering·2013· 13 citedOpen Access
Accuracy of combination rules and individual effect correlation: MDOF vs SDOF systems
Steel and Composite Structures·2012· 4 cited
Effect of modeling assumptions on the seismic behavior of steel buildings with perimeter moment frames
STRUCTURAL ENGINEERING AND MECHANICS·2012· 7 cited
Seismic behavior of steel buildings
2011
SOME ISSUES REGARDING THE STRUCTURAL IDEALIZATION OF PERIMETER MOMENT-RESISTING STEEL FRAMES
2009· 3 cited
Multi-Component Seismic Response Analysis – A Critical Review
Journal of Earthquake Engineering·2008· 23 cited
Combined effect of the horizontal components of earthquakes for moment resisting steel frames
Steel and Composite Structures·2004· 15 cited

Frequent Co-authors

Alfredo Reyes‐Salazar(20), Edén Bojórquez(17), Achintya Haldar(6), J. Luz Rivera-Salas(6), Sonia E. Ruiz(4), Juan Bojórquez(4), Mario D. Llanes-Tizoc(3), J. Ramon Gaxiola‐Camacho(3), Héctor E. Rodríguez‐Lozoya(3), Manuel Ernesto Soto-Lopez(3), Juan I. Velazquez-Dimas(2), L De(2), Alfonso López-López(1), Jorge Ruiz‐García(1), Antonio Formisano(1), Francisco López Almansa(1), Julián Carrillo(1), Jose A. Juarez-Duarte(1), Omar Payán-Serrano(1), Robespierre Chávez(1)