Arturo Tena Colunga
Arturo Tena Colunga
Universidad Autónoma Metropolitana - Azcapotzalco
Dirección de correo verificada de correo.azc.uam.mx
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
1281996
Torsional amplifications in asymmetric base-isolated structures
A Tena-Colunga, JL Escamilla-Cruz
Engineering Structures 29 (2), 237-247, 2007
1012007
Análisis de estructuras con métodos matriciales
A Tena Colunga
Editorial Limusa S. A., México, 2007
100*2007
Mathematical modelling of the ADAS energy dissipation device
A Tena-Colunga
Engineering Structures 19 (10), 811-821, 1997
861997
Cyclic behavior of combined and confined masonry walls
A Tena-Colunga, A Juárez-Ángeles, VH Salinas-Vallejo
Engineering Structures 31 (1), 240-259, 2009
782009
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
782002
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
692009
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
602006
Stiffness formulation for nonprismatic beam elements
A Tena-Colunga
Journal of Structural Engineering 122 (12), 1484-1489, 1996
601996
Response of an unreinforced masonry building during the Loma Prieta Earthquake
A Tena-Colunga, DP Abrams
Civil Engineering Studies SRS-576, 1992
581992
Seismic evaluation of unreinforced masonry structures with flexible diaphragms
A Tena-Colunga
Earthquake Spectra 8 (2), 305-318, 1992
521992
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
471997
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
452008
International seismic zone tabulation proposed by the 1997 UBC code: Observations for Mexico
A Tena-Colunga
Earthquake Spectra 15 (2), 331-360, 1999
391999
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
382010
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
37*2013
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
372008
Seismic isolation of buildings subjected to typical subduction earthquake motions for the Mexican Pacific Coast
A Tena-Colunga, C Gómez-Soberón, A Muñoz-Loustaunau
Earthquake Spectra 13 (3), 505-532, 1997
341997
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
332004
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
33*1988
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20