| Seismic behavior of structures with flexible diaphragms A Tena-Colunga, DP Abrams Journal of Structural Engineering 122 (4), 439-445, 1996 | 171 | 1996 |
| Análisis de estructuras con métodos matriciales A Tena Colunga Editorial Limusa S. A., México, 2007 | 140* | 2007 |
| Torsional amplifications in asymmetric base-isolated structures A Tena-Colunga, JL Escamilla-Cruz Engineering Structures 29 (2), 237-247, 2007 | 134 | 2007 |
| Cyclic behavior of combined and confined masonry walls A Tena-Colunga, A Juárez-Ángeles, VH Salinas-Vallejo Engineering Structures 31 (1), 240-259, 2009 | 112 | 2009 |
| Mathematical modelling of the ADAS energy dissipation device A Tena-Colunga Engineering Structures 19 (10), 811-821, 1997 | 106 | 1997 |
| 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 | 98 | 2002 |
| 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 | 96 | 2009 |
| Stiffness formulation for nonprismatic beam elements A Tena-Colunga Journal of Structural Engineering 122 (12), 1484-1489, 1996 | 85 | 1996 |
| 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 | 82 | 2006 |
| 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 | 80 | 2008 |
| 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 | 65 | 1997 |
| Seismic evaluation of unreinforced masonry structures with flexible diaphragms A Tena-Colunga Earthquake Spectra 8 (2), 305-318, 1992 | 65 | 1992 |
| Response of an unreinforced masonry building during the Loma Prieta Earthquake A Tena-Colunga University of Illinois at Urbana-Champaign, 1992 | 64 | 1992 |
| 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 | 59 | 2008 |
| 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 | 58 | 2010 |
| Displacement ductility demand spectra for the seismic evaluation of structures A Tena-Colunga Engineering Structures 23 (10), 1319-1330, 2001 | 56 | 2001 |
| 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 | 54 | 2013 |
| Assessment of the diaphragm condition for floor systems used in urban buildings A Tena-Colunga, KL Chinchilla-Portillo, G Juárez-Luna Engineering Structures 93, 70-84, 2015 | 52 | 2015 |
| Assessment of seismic design parameters of moment resisting RC braced frames with metallic fuses A Tena-Colunga, HJ Nangullasmú-Hernández Engineering Structures 95, 138-153, 2015 | 51 | 2015 |
| Manual de diseño de obras civiles. Diseño por sismo U Mena Hernández, LE Pérez Rocha, A Tena Colunga, J Avilés López, ... Comisión Federal de Electricidad, 2009 | 51* | 2009 |
Hans I. Archundia ArandaUniversidad Autónoma Metropolitana. Unidad AzcapotzalcoDirección de correo verificada de azc.uam.mx
