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Perfil investigador
Esp
Dr. Arturo Tena Colunga

Professor
Departament of Materials

Division of Basic Sciences and Engineering


Level 2
Member of the National System of Researchers
(SNII)

Engineering and Technological Development



Azcapotzalco Campus

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Academic Group



Sustainable Development Goals

• 1 No Poverty

• 3 Good Health and Well-Being

• 9 Industry, Innovation, and Infrastructure

• 10 Reduced Inequalities

• 11 Sustainable Cities and Communities


Research interests

• Resilient seismic design
• Seismic codes and guidelines
• Passive energy dissipation and seismic isolation
• Conditions of structural irregularity in earthquakes
• Masonry, reinforced concrete and steel structures

Profile

Professor Arturo Tena-Colunga earned a bachelor's degree in Civil Engineering from the Faculty of Engineering of the Universidad Nacional Autónoma de México (UNAM) in 1986. He has a Master of Science (MSc. 1989) and Doctor in Philosophy (Ph.D. 1992) degrees in Structural Engineering from the University of Illinois at Urbana-Champaign.

He was the Coordinator of the Structural Program for Centro de Investigación Sísmica (Seismic Research Center) of Javier Barros Sierra Foundation from 1992 to 1998. Since October 1998, he has been a Full Professor of the Materials Department at Universidad Autónoma Metropolitana (UAM) Azcapotzalco Campus, where he served as the Coordinator of the Graduate Program in Structural Engineering from June 2011 to January 2016.

In his teaching and research activities, he has directed to date more than 60 thesis of bachelor, master and doctorate degrees, in which more than 65 students have been graduated. He is the author and co-author of more than 400 research papers and technical reports, of which more than 140 of them are research papers published in indexed journals. To date, these research papers have been the subject of more than 2,820 citations type A (citations where none of the cited authors are coauthors of the citing paper).

He has been a member of the National System for Researchers of Mexico (Sistema Nacional de Investigadores, SNI) since 1993. He has been a Member of the Academy of Engineering of Mexico since November 2000. He was Vice President and President for the Mexican Society of Earthquake Engineering (Sociedad Mexicana de Ingeniería Sísmica, SMIS) in the period 2002-2005.

He is part of the group of professionals in charge of revising and updating the Manual of Civil Works published by the Federal Electricity Commission (Comisión Federal de Electricidad, CFE) of Mexico, specifically in the chapters for the Seismic Design of Buildings and the Design of Structures with Base Isolation. He is member of the subcommittee on the Supplementary Technical Standards for the Design and Construction of Masonry Structures for the Construction Building Code of Mexico City since 1998 to date.

He is the author of the book Análisis de Estructuras con Métodos Matriciales (Analysis of Structures with Matricial Methods). He was Editor of the Mexican journal Revista de Ingeniería Sísmica (Journal of Earthquake Engineering) from 1997 to 2006. He is member of the Editorial Board of several indexed journals published in Spanish and English languages. He has conducted more than 150 reviews in structural engineering and earthquake engineering topics for journals belonging to the Journal of Citation Reports (JCR).

He has been guest speaker of several technical societies and universities in Mexico, the United States, Germany, Japan, Greece, Czech Republic, Chile, Colombia, Ecuador, Peru, Venezuela, Bolivia, El Salvador, Nicaragua and Guatemala.

Professor Tena-Colunga has been the subject of several academic distinctions, among them: a) the Gabino Barreda Medal of UNAM (1987), b) Winner of EERI´s Fourth Student Paper Competition (1992), c) Emilio Rosenblueth Chair at UAM-A (October 1998 to January 2000), d) the National Awards of the College of Civil Engineers of Mexico (Colegio de Ingenieros Civiles de México, CICM): Miguel A. Urquijo (2002) and José A. Cuevas (2015) medals for the best article in Civil Engineering, and Javier Barros Sierra medal (2008) for best book published in Civil Engineering, and e) the Award for Excellence in Teaching by Universidad Autónoma Metropolitana (2010).



Information provided by the academic staff

Research interests

• Resilient seismic design
• Seismic codes and guidelines
• Passive energy dissipation and seismic isolation
• Conditions of structural irregularity in earthquakes
• Masonry, reinforced concrete and steel structures

Academic Work

On the following pages you can consult the research work:




Academic Group

Consult the information provided by the Academic Group




Some examples of publications

Select the bibliographic reference to consult each publication:


Open Access References UN SDGs
Tena-Colunga, A., Parra-García, D.F. (2024).Seismic resilient performance of code-designed, base-isolated slender steel buildings in firm soils. Structures,59| 11 |
Tena-Colunga, A., Hernández-Ramírez, H., Godínez-Domínguez, E.A. (2023).REVIEW OF RETROFIT AND STRENGTHENING STRATEGIES USED IN BUILDINGS IN MEXICO CITY AFTER STRONG EARTHQUAKES. COMPDYN Proceedings,| 11 |
Tena-Colunga, A., Nangullasmú-Hernández, H.D.J. (2023).Resilient seismic design of reinforced concrete framed buildings with metallic fuses including soil-structure interaction effects. Soil Dynamics and Earthquake Engineering,164| 11 |
Tena-Colunga, A., Sabanero-García, R. (2023).Impact of diaphragm flexibility on dynamic properties and seismic design parameters of irregular buildings in plan. Journal of Building Engineering,80| 11 |
Tena-Colunga, A., Sánchez-Ballinas, D. (2022).The collapse of Álvaro Obregón 286 building in Mexico City during the September 19, 2017 earthquake. A case study. Journal of Building Engineering,49| 11 |
Eivani, H., Tena-Colunga, A., Moghadam, A.S. (2022).Proper configuration of stiffness and strength centers in asymmetric single-story structures with semi-flexible diaphragms. Structures,40149-162
Tena-Colunga, A., Godínez-Domínguez, E.A., Hernández-Ramírez, H. (2022).Seismic retrofit and strengthening of buildings. Observations from the 2017 Puebla-Morelos earthquake in Mexico City. Journal of Building Engineering,47| 11 |
Tena-Colunga, A., Sánchez-Ballinas, D. (2022).Required building separations and observed seismic pounding on the soft soils of Mexico City. Soil Dynamics and Earthquake Engineering,161| 11 |
Tena-Colunga, A., Hernández-Ramírez, H., Godínez-Domínguez, E.A. and 3 more (...) (2021).Seismic behavior of buildings in Mexico City during the 2017 Puebla–Morelos earthquake. Asian Journal of Civil Engineering,22(4) 649-675| 11 |
Tena-Colunga, A. (2021).Conditions of structural irregularity. Relationships with observed earthquake damage in Mexico City in 2017. Soil Dynamics and Earthquake Engineering,143| 11 |
OATena-Colunga, A., Hernández-Ramírez, H., Godínez-Domínguez, E.A. and 1 more (...) (2021).Mexico City during and after the September 19, 2017 earthquake: Assessment of seismic resilience and ongoing recovery process. Journal of Civil Structural Health Monitoring,11(5) 1275-1299| 11 |
Godínez-Domínguez, E.A., Tena-Colunga, A., Pérez-Rocha, L.E. and 4 more (...) (2021).The September 7, 2017 Tehuantepec, Mexico, earthquake: Damage assessment in masonry structures for housing. International Journal of Disaster Risk Reduction,56| 11 |
Tena-Colunga, A. (2021).Aspects to Consider in the Assessment of Effective Stiffness for Reinforced Concrete Beams. Journal of Architectural Engineering,27(1)
Pérez-Rocha, L.E., Avilés-López, J., Tena-Colunga, A. (2021).Base isolation for mid-rise buildings in presence of soil-structure interaction. Soil Dynamics and Earthquake Engineering,151| 11 |
Godínez-Domínguez, E.A., Tena-Colunga, A., Velázquez-Gutiérrez, I. and 1 more (...) (2021).Parametric study of the bending stiffness of RC cracked building beams. Engineering Structures,243
Tena-Colunga, A., Archundia-Aranda, H.I., Urbina-Californias, L.A. (2020).Equations for Shear Design of Continuous Reinforced-Concrete Haunched Beams Based on Stress Fields and Truss Models. Practice Periodical on Structural Design and Construction,25(3)
Tena-Colunga, A., Hernández-Ramírez, H. (2020).Resilient seismic design of steel frames with hysteretic fuses in a code-oriented format. Journal of Building Engineering,32| 11 |
Tena-Colunga, A., Hernández-Márquez, O., Archundia-Aranda, H.I. (2020).Strengthening of reinforced concrete prismatic and haunched beams using light jacketing. Journal of Building Engineering,32
Tena-Colunga, A., Liga-Paredes, A.E. (2020).Approximation of lateral stiffness for walls with two bands of openings considering slab stiffness effects. Journal of Building Engineering,30
Tena-Colunga, A., Liga-Paredes, A.E. (2020).Lateral Displacement in Walls with Openings: Importance of Floor System Stiffness. Practice Periodical on Structural Design and Construction,25(1)
Tena-Colunga, A., Hernández-García, D.A. (2020).Peak seismic demands on soft and weak stories models designed for required code nominal strength. Soil Dynamics and Earthquake Engineering,129| 11 |
Tena-Colunga, A., Hernández-Ramírez, H., Godínez-Domínguez, E.A. and 3 more (...) (2020).Performance of the built environment in Mexico City during the September 19, 2017 Earthquake. International Journal of Disaster Risk Reduction,51| 3| 11 |
Godínez-Domínguez, E.A., Tena-Colunga, A. (2019).Behavior of ductile steel X-braced RC frames in seismic zones. Earthquake Engineering and Engineering Vibration,18(4) 845-869| 11 |
Tena-Colunga, A. (2018).Out-of-plane dynamic stability of unreinforced masonry walls in one-way bending: Parametric study and assessment guidelines. Earthquake Spectra,34(3) 1543-1545
Tena-Colunga, A., Rivera-Hernández, G. (2018).Approximations of elastic lateral displacement profiles for walls with openings. Structures,13153-165
Tena-Colunga, A., Urbina-Californias, L.A., Archundia-Aranda, H.I. (2018).Cyclic shear response of continuous reinforced concrete haunched beams. 11th National Conference on Earthquake Engineering 2018, NCEE 2018: Integrating Science, Engineering, and Policy,106075-6085| 11 |
Tena-Colunga, A., Urbina-Californias, L.A., Archundia-Aranda, H.I. (2017).Cyclic behavior of continuous reinforced concrete haunched beams with transverse reinforcement designed to fail in shear. Construction and Building Materials,151546-562
OATena-Colunga, A., Hernández-Ramírez, H. (2017).Code-oriented global design parameters for moment-resisting steel frames with metallic structural fuses. Frontiers in Built Environment,3
Tena-Colunga, A., Urbina-Californias, L.A., Archundia-Aranda, H.I. (2017).Assessment of the shear strength of continuous reinforced concrete haunched beams based upon cyclic testing. Journal of Building Engineering,11187-204
OAGodínez-Domínguez, E.A., Tena-Colunga, A. (2016).Redundancy factors for the seismic design of ductile reinforced concrete chevron braced frames. Latin American Journal of Solids and Structures,13(11) 2088-2112| 11 |
Tena-Colunga, A., Juárez-Ángeles, A., Salinas-Vallejo, V.H. (2015).Shear strenght and deformation mechanisms of combined and confined masonry walls subjected to cyclic loading. COMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering,2105-2122
Tena-Colunga, A., Nangullasmú-Hernández, H.J. (2015).Assessment of seismic design parameters of moment resisting RC braced frames with metallic fuses. Engineering Structures,95138-153
OATena-Colunga, A., Cortés-Benítez, J.A. (2015).Assessment of redundancy factors for the seismic design of special moment resisting reinforced concrete frames. Latin American Journal of Solids and Structures,12(12) 2330-2350
OATena-Colunga, A., Rivera-Hernández, G. (2015).Assessment of the lateral stiffness of walls with openings. COMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering,2123-2143
Tena-Colunga, A., Chinchilla-Portillo, K.L., Juárez-Luna, G. (2015).Assessment of the diaphragm condition for floor systems used in urban buildings. Engineering Structures,9370-84
OAJuárez-Luna, G., Tena-Colunga, A., Ayala, G. (2015).Computational modelling of RC slabs cracking with an embedded discontinuity formulation. Latin American Journal of Solids and Structures,12(13) 2539-2561
Godínez-Domínguez, E.A., Tena-Colunga, A., Juárez-Luna, G. (2015).Nonlinear finite element modeling of reinforced concrete haunched beams designed to develop a shear failure. Engineering Structures,10599-122
Illampas, R., Tena-Colunga, A., Charmpis, D.C. and 1 more (...) (2015).Non-Linear finite element simulation of combined and confined masonry walls. Civil-Comp Proceedings,108
OAJuárez-Luna, G., Tena-Colunga, A. (2015).Modelling of diagonal compression masonry wallets by finite elements with embedded discontinuities. COMPDYN 2015 - 5th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering,2206-2215
Tena-Colunga, A., Eduardo Pérez-Rocha, L., Avilés, J. and 1 more (...) (2015).Seismic isolation of buildings for power stations considering soil-structure interaction effects. Journal of Building Engineering,421-40| 11 |
Tena-Colunga, A., Nangullasmú-Hernández, H.J. (2014).Seismic behavior of regular moment resisting reinforced concrete frames with hysteretic energy dissipation. NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering,
Pérez Rocha, L.E., Avilés, J., Tena Colunga, A. and 1 more (...) (2014).Influence of site effects and soil-structure interaction on seismic isolation of buildings on soft soils. NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering,| 11 |
OATena-Colunga, A. (2014).Simplified method for the seismic design of low-rise, shear wall base-isolated buildings. Open Construction and Building Technology Journal,8(1) 22-33
Hernández, E.T., Colunga, A.T. (2014).Code oriented methodology for the seismic design of regular steel moment resisting braced frames. Earthquake Spectra,30(4) 1683-1709| 11 |
Rocha, L.E.P., López, J.A., Colunga, A.T. and 1 more (...) (2013).Influence of soil-structure interaction on isolated buildings for SF6 gas-insulated substations. ECCOMAS Thematic Conference - COMPDYN 2013: 4th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings - An IACM Special Interest Conference,2330-2344| 11 |
OATena-Colunga, A. (2013).Seismic Design of Base-Isolated Buildings in Mexico. Part 1: Guidelines of a Model Code. Open Civil Engineering Journal,7(1) 17-31
Archundia-Aranda, H.I., Tena-Colunga, A., Grande-Vega, A. (2013).Behavior of reinforced concrete haunched beams subjected to cyclic shear loading. Engineering Structures,4927-42
Tena-Colunga, A., Martínez-Becerril, L.A. (2013).Approximations of lateral displacements of reinforced concrete frames with symmetric haunched beams in the elastic range of response using commercial software. Practice Periodical on Structural Design and Construction,18(2) 92-100

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Courses offered

*Courses are conducted in spanish

Num.Trim.Course NameLevel
1
23O
Diseño de Estructuras de MamposteríaLicenciatura
2
23O
Análisis Estructural Matricial AvanzadoPosgrado
3
23O
Fundamentos del Diseño Sismo ResistentePosgrado
4
23P
Diseño EstructuralLicenciatura
5
23P
Control de la Respuesta Sísmica de EstructurasPosgrado
6
23I
Diseño EstructuralLicenciatura
7
23I
Análisis y Diseño de Sistemas de PisoPosgrado
8
23I
Fundamentos del Diseño Sismo ResistentePosgrado
9
22O
Análisis Estructural MatricialLicenciatura
10
22O
Control de la Respuesta Sísmica de EstructurasPosgrado
11
22P
Diseño EstructuralLicenciatura
12
22P
Análisis Estructural Matricial AvanzadoPosgrado
13
22I
Diseño EstructuralLicenciatura
14
22I
Fundamentos del Diseño Sismo ResistentePosgrado
15
21O
Diseño de Estructuras de MamposteríaLicenciatura
16
21O
Control de la Respuesta Sísmica de EstructurasPosgrado
17
21P
Diseño EstructuralLicenciatura
18
21P
Análisis Estructural Matricial AvanzadoPosgrado
19
21I
Diseño EstructuralLicenciatura
20
21I
Fundamentos del Diseño Sismo ResistentePosgrado
21
20O
Diseño de Estructuras de MamposteríaLicenciatura
22
20O
Control de la Respuesta Sísmica de EstructurasPosgrado
23
20P
Análisis Estructural Matricial AvanzadoPosgrado
24
20P
Fundamentos del Diseño Sismo ResistentePosgrado
25
20I
Diseño de Estructuras de MamposteríaLicenciatura
26
20I
Análisis y Diseño de Sistemas de PisoPosgrado
27
20I
Control de la Respuesta Sísmica de EstructurasPosgrado
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