Eden Bojorquez
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Spectral shape proxies and nonlinear structural response
E Bojórquez, I Iervolino
Soil Dynamics and Earthquake Engineering 31 (7), 996-1008, 2011
Energy-based damage index for steel structures
E Bojórquez, A Reyes-Salazar, A Terán-Gilmore, SE Ruiz
Steel and Composite Structures 10 (4), 331-348, 2010
Comparing vector-valued intensity measures for fragility analysis of steel frames in the case of narrow-band ground motions
E Bojórquez, I Iervolino, A Reyes-Salazar, SE Ruiz
Engineering Structures 45, 472-480, 2012
Reliability-based evaluation of steel structures using energy concepts
E Bojorquez, SE Ruiz, A Teran-Gilmore
Engineering Structures 30 (6), 1745-1759, 2008
Residual drift demands in moment‐resisting steel frames subjected to narrow‐band earthquake ground motions
E Bojórquez, J Ruiz‐García
Earthquake engineering & structural dynamics 42 (11), 1583-1598, 2013
Evaluation of structural reliability of steel frames: interstory drift versus plastic hysteretic energy
E Bojórquez, A Terán-Gilmore, SE Ruiz, A Reyes-Salazar
Earthquake Spectra 27 (3), 661-682, 2011
Strength reduction factors for the valley of Mexico taking into account low cycle fatigue effects
E Bojórquez, SE Ruiz
13º World Conference on Earthquake Engineering, 2004
Effects of degrading models for ductility and dissipated hysteretic energy in uniform annual failure rate spectra
E Bojórquez, JL Rivera
Proceedings of the 14th World Conference on Earthquake Engineering, 2008
Reliability-based optimal load factors for seismic design of buildings
J Bojórquez, SE Ruiz, B Ellingwood, A Reyes-Salazar, E Bojórquez
Engineering Structures 151, 527-539, 2017
Reduction of Maximum and Residual Drifts on Posttensioned Steel Frames with Semirigid Connections.
A López-Barraza, E Bojórquez, SE Ruiz, A Reyes-Salazar
Advances in Materials Science & Engineering, 2013
Residual displacement ratios of structures under mainshock-aftershock sequences
S Amiri, E Bojórquez
Soil Dynamics and Earthquake Engineering 121, 179-193, 2019
Evaluating a new proxy for spectral shape to be used as an intensity measure
E Bojorquez, I Iervolino, G Manfredi
AIP Conference Proceedings 1020 (1), 1599-1606, 2008
A new ground motion intensity measure IB
E Bojórquez, R Chávez, A Reyes-Salazar, SE Ruiz, J Bojórquez
Soil Dynamics and Earthquake Engineering 99, 97-107, 2017
Demands and distribution of hysteretic energy in moment resistant self-centering steel frames
A Lopez-Barraza, SE Ruiz, A Reyes-Salazar, E Bojórquez
Steel and Composite Structures 20 (5), 1155-1171, 2016
Three-dimensional response of steel moment-resisting buildings under seismic sequences
J Ruiz-García, S Yaghmaei-Sabegh, E Bojórquez
Engineering Structures 175, 399-414, 2018
Multi-objective optimization of structural steel buildings under earthquake loads using NSGA-II and PSO
M Barraza, E Bojórquez, E Fernández-González, A Reyes-Salazar
KSCE Journal of Civil Engineering 21 (2), 488-500, 2017
Ductility reduction factors for steel buildings considering different structural representations
A Reyes-Salazar, E Bojórquez, JI Velazquez-Dimas, A López-Barraza, ...
Bulletin of Earthquake Engineering 13 (6), 1749-1771, 2015
Prediction of inelastic response spectra using artificial neural networks
E Bojórquez, J Bojórquez, SE Ruiz, A Reyes-Salazar
Mathematical Problems in Engineering 2012, 2012
Flexible frames as self-centering mechanism for buildings having buckling-restrained braces
A Terán-Gilmore, J Ruiz-García, E Bojórquez-Mora
Journal of Earthquake Engineering 19 (6), 978-990, 2015
A New Spectral Shape-Based Record Selection Approach Using and Genetic Algorithms
E Bojórquez, A Reyes-Salazar, SE Ruiz, J Bojórquez
Mathematical Problems in Engineering 2013, 2013
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