Seguir
Adrián Pozos-Estrada
Adrián Pozos-Estrada
Instituto de Ingeniería, UNAM
Dirección de correo verificada de iingen.unam.mx - Página principal
Título
Citado por
Citado por
Año
Orientation effect on ground motion measurement for Mexican subduction earthquakes
HP Hong, A Pozos-Estrada, R Gomez
Earthquake Engineering and Engineering Vibration 8 (1), 1-16, 2009
232009
Effects of hurricane Odile on the infrastructure of Baja California Sur, Mexico
D Murià-Vila, MÁ Jaimes, A Pozos-Estrada, A López, E Reinoso, ...
Natural hazards 91 (3), 963-981, 2018
212018
Damages observed in locations of Oaxaca due to the Tehuantepec Mw8. 2 earthquake, Mexico
A Pozos-Estrada, MM Chávez, MÁ Jaimes, O Arnau, H Guerrero
Natural Hazards 97 (2), 623-641, 2019
152019
Estimación del peligro sísmico debido a sismos interplaca e inslab y sus implicaciones en el diseño sísmico
AD García Soto, A Pozos-Estrada, H Hong, R Gómez Martínez
Ingeniería sísmica, 27-54, 2012
152012
Serviceability design factors for wind-sensitive structures
A Pozos-Estrada, HP Hong, JK Galsworthy
Canadian Journal of Civil Engineering 37 (5), 728-738, 2010
152010
Use of Neural network to predict the peak ground accelerations and pseudo spectral accelerations for Mexican Inslab and Interplate Earthquakes
A Pozos-Estrada, R Gómez, HP Hong
Geofísica internacional 53 (1), 39-57, 2014
142014
Multi-hazard fragility analysis for a wind turbine support structure: An application to the Southwest of Mexico
JOM Del Campo, A Pozos-Estrada
Engineering Structures 209, 109929, 2020
122020
Gas pockets in a wastewater rising main: a case study
O Pozos-Estrada, OA Fuentes-Mariles, A Pozos-Estrada
Water Science and Technology 66 (10), 2265-2274, 2012
122012
Sensitivity analysis of the effectiveness of tuned mass dampers to reduce the wind-induced torsional responses
A Pozos-Estrada, HP Hong
Latin American Journal of Solids and Structures 12, 2520-2538, 2015
112015
Reliability of structures with tuned mass dampers under wind-induced motion: a serviceability consideration
A Pozos-Estrada, HP Hong, JK Galsworthy
Wind & structures 14 (2), 113-131, 2011
112011
A simple procedure to evaluate the wind-induced acceleration in tall buildings: an application to Mexico
A Pozos-Estrada
Wind & structures 27 (5), 337-345, 2018
82018
Seismic design and importance factor: Benefit/cost for overall service time versus per unit service time
A Pozos-Estrada, TJ Liu, R Gomez, HP Hong
Structural Safety 58, 40-51, 2016
82016
Desagregación del peligro sísmico para algunos sitios seleccionados de México
A Pozos-Estrada, R Gómez Martínez, H Hong
Ingeniería sísmica, 31-53, 2014
82014
Methodology to develop fragility curves of glass façades under wind-induced pressure
IF Lima-Castillo, R Gómez-Martínez, A Pozos-Estrada
International Journal of Civil Engineering 17 (3), 347-359, 2019
62019
Seismic hazard estimation: directly using observations versus applying seismic hazard model
TJ Liu, A Pozos-Estrada, R Gomez, HP Hong
Natural Hazards 80 (1), 639-655, 2016
62016
Seismic design: benefit/cost for overall service time versus per unit service time
A Pozos-Estrada, R Gomez, HP Hong
Proceedings of the 14th World Conference on Earthquake Engineering, 2008
52008
Experimental study of wind-induced shear, bending, and torsional loads on rectangular tall buildings
V Guzmán-Solís, A Pozos-Estrada, R Gómez
Advances in Structural Engineering 23 (14), 2982-2995, 2020
42020
Probabilistic risk assessment on wind turbine towers subjected to cyclone‐induced wind loads
MA Jaimes, AD García‐Soto, JO Martín del Campo, A Pozos‐Estrada
Wind Energy 23 (3), 528-546, 2020
42020
Development of fragility curves of land‐based wind turbines with tuned mass dampers under cyclone and seismic loading
JO Martin del Campo, A Pozos‐Estrada, O Pozos‐Estrada
Wind Energy 24 (7), 737-753, 2021
32021
Parametric study of the use and optimization of tuned mass dampers to control the wind‐and seismic‐induced responses of a slender monument
A Pozos‐Estrada, R Gómez
The Structural Design of Tall and Special Buildings 28 (13), e1633, 2019
32019
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20