Seguir
Arnulfo Luévanos Rojas
Arnulfo Luévanos Rojas
Otros nombresA. Luevanos, Luevanos-Rojas A, Rojas AL
Dirección de correo verificada de uadec.edu.mx
Título
Citado por
Citado por
Año
Design of isolated footings of rectangular form using a new model
A Luévanos Rojas, JG Faudoa Herrera, RA Andrade Vallejo, ...
International Journal of Innovative Computing, Information and Control 9 (10 …, 2013
362013
Method of structural analysis for statically indeterminate beams
A Luévanos Rojas
International Journal of Innovative Computing, Information and Control 8 (8 …, 2012
302012
Optimal design for rectangular isolated footings using the real soil pressure
A Luévanos-Rojas, S López-Chavarría, M Medina-Elizondo
Ingeniería e Investigación 37 (2), 25-33, 2017
292017
Numerical experimentation with a human migration model
V Kalashnikov, N Kalashnykova, R Luévanos Rojas, M Méndez Muños, ...
European Journal of Operational Research 189 (1), 208-229, 2008
272008
Optimal dimensioning for the corner combined footings
S López Chavarría, A Luévanos Rojas, M Medina Elizondo
Advances in Computational Design 2 (2), 169-183, 2017
262017
Design of isolated footings of circular form using a new model
A Luévanos Rojas
Structural Engineering and Mechanics 52 (4), 767-786, 2014
262014
A mathematical model for dimensioning of footings rectangular
A Luévanos Rojas
ICIC express letters. Part B, Applications: an international journal of …, 2013
242013
Modelling for mechanical elements of rectangular members with straight haunches using software: part 2
A Luévanos Rojas, S López Chavarría, M Medina Elizondo
International Journal of Innovative Computing, Information and Control 12 (4 …, 2016
22*2016
Modelling for mechanical elements of rectangular members with straight haunches using software: part 1
A Luévanos Rojas, S López Chavarría, M Medina Elizondo
International Journal of Innovative Computing, Information and Control 12 (3 …, 2016
22*2016
Numerical experimentation for the optimal design of reinforced rectangular concrete beams for singly reinforced sections
A Luévanos Rojas
Dyna 83 (196), 134-142, 2016
222016
Design of boundary combined footings of rectangular shape using a new model
A Luévanos Rojas
Dyna 81 (188), 199-208, 2014
222014
Method of structural analysis for statically indeterminate rigid frames
A Luévanos Rojas
International Journal of Innovative Computing, Information and Control 9 (5 …, 2013
222013
A mathematical model for the dimensioning of circular footings
A Luévanos Rojas
Far East Journal of Mathematical Sciences 71 (2), 2012
212012
Modeling for fixed-end moments of I-sections with straight haunches under concentrated load
I Luévanos Soto, A Luévanos Rojas
Steel and Composite Structures 23 (5), 597-610, 2017
202017
Numerical experimentation for the optimal design for reinforced concrete rectangular combined footings
F Velázquez Santillán, A Luévanos Rojas, S López Chavarría, ...
Advances in Computational Design 3 (1), 49-69, 2018
192018
A comparative study for the design of rectangular and circular isolated footings using new models
A Luévanos Rojas
Dyna 83 (196), 149-158, 2016
192016
Design of boundary combined footings of trapezoidal form using a new model
A Luévanos Rojas
Structural Engineering and Mechanics 56 (5), 745-765, 2015
192015
Modelado para vigas de sección transversal" I" sometidas a una carga uniformemente distribuida con cartelas rectas
A Luévanos Rojas
Ingeniería mecánica, tecnología y desarrollo 5 (2), 281-292, 2015
192015
Mathematical Model for Rectangular Beams of Variable Cross Section of Symmetrical Linear Shape for Uniformly Distributed Load
A Luévanos Rojas, J Montoya Ramirez
International Journal of Innovative Computing, Information and Control 10 (2 …, 2014
19*2014
Mathematical model for rectangular beams of variable cross section of symmetrical linear shape for concentrated load
A Luévanos Rojas, R Luévanos Rojas, I Luévanos Soto, ...
International Journal of Innovative Computing, Information and Control 10 (3 …, 2014
192014
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20