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Arturo Tena Colunga
Arturo Tena Colunga
Universidad Autónoma Metropolitana - Azcapotzalco
Dirección de correo verificada de correo.azc.uam.mx - Página principal
Título
Citado por
Citado por
Año
Seismic behavior of structures with flexible diaphragms
A Tena-Colunga, DP Abrams
Journal of Structural Engineering 122 (4), 439-445, 1996
1641996
Análisis de estructuras con métodos matriciales
A Tena Colunga
Editorial Limusa S. A., México, 2007
134*2007
Torsional amplifications in asymmetric base-isolated structures
A Tena-Colunga, JL Escamilla-Cruz
Engineering Structures 29 (2), 237-247, 2007
1272007
Cyclic behavior of combined and confined masonry walls
A Tena-Colunga, A Juárez-Ángeles, VH Salinas-Vallejo
Engineering Structures 31 (1), 240-259, 2009
1062009
Mathematical modelling of the ADAS energy dissipation device
A Tena-Colunga
Engineering Structures 19 (10), 811-821, 1997
1041997
Torsional response of base-isolated structures due to asymmetries in the superstructure
A Tena-Colunga, L Gomez-Soberon
Engineering Structures 24 (12), 1587-1599, 2002
912002
Updated seismic design guidelines for model building code of Mexico
A Tena-Colunga, U Mena-Hernández, LE Pérez-Rocha, J Avilés, M Ordaz, ...
Earthquake Spectra 25 (4), 869-898, 2009
902009
Stiffness formulation for nonprismatic beam elements
A Tena-Colunga
Journal of Structural Engineering 122 (12), 1484-1489, 1996
791996
Dynamic torsional amplifications of base-isolated structures with an eccentric isolation system
A Tena-Colunga, C Zambrana-Rojas
Engineering Structures 28 (1), 72-83, 2006
762006
Behavior of reinforced concrete haunched beams subjected to static shear loading
A Tena-Colunga, HI Archundia-Aranda, OM González-Cuevas
Engineering Structures 30 (2), 2008
732008
Seismic evaluation of unreinforced masonry structures with flexible diaphragms
A Tena-Colunga
Earthquake Spectra 8 (2), 305-318, 1992
651992
Response of an unreinforced masonry building during the Loma Prieta Earthquake
A Tena-Colunga
University of Illinois at Urbana-Champaign, 1992
641992
Comparative study on the seismic retrofit of a mid-rise steel building: steel bracing vs energy dissipation
A Tena‐Colunga, A Vergara
Earthquake Engineering & Structural Dynamics 26 (6), 637-655, 1997
601997
Nonlinear behavior of code-designed reinforced concrete concentric braced frames under lateral loading
EA Godínez-Domínguez, A Tena-Colunga
Engineering Structures 32 (4), 944-963, 2010
582010
Seismic behavior of code-designed medium rise special moment-resisting frame RC buildings in soft soils of Mexico City
A Tena-Colunga, H Correa-Arizmendi, JL Luna-Arroyo, G Gatica-Avilés
Engineering Structures 30 (12), 3681-3707, 2008
572008
Behavior of reinforced concrete haunched beams subjected to cyclic shear loading
HI Archundia-Aranda, A Tena-Colunga, A Grande-Vega
Engineering Structures 49, 27-42, 2013
522013
Displacement ductility demand spectra for the seismic evaluation of structures
A Tena-Colunga
Engineering Structures 23 (10), 1319-1330, 2001
522001
Seismic retrofit of a RC building: a case study
E Del Valle Calderón, DA Foutch, KD Hjelmstad, E Figueroa-Gutiérrez, ...
9th World Conference on Earthquake Engineering, Tokyo-Kyoto, Japan, Vol. VII …, 1988
50*1988
Evaluation of the seismic response of slender, setback RC moment-resisting frame buildings designed according to the seismic guidelines of a modern building code
A Tena-Colunga
13th World Conference on Earthquake Engineering, Vancouver, Canada, Paper No …, 2004
482004
International seismic zone tabulation proposed by the 1997 UBC code: Observations for Mexico
A Tena-Colunga
Earthquake Spectra 15 (2), 331-360, 1999
481999
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Artículos 1–20