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Molina, Maritzabel
41
results:
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Online (41)
Mediatypes
Articles (Online) (10)
OpenAccess-fulltext (31)
Languages
spanish (21)
english (11)
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1
Estudio numérico-experimental de la interfaz hormigón-epoxi..:
Molina, Maritzabel
;
Cruz, Juan José
;
Oller, Sergio
..
Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 28 (2012) 2 - p. 65-79 , 2012
Link:
https://doi.org/10.1016/..
?
2
Behaviour of the interface between concrete and FRP using s..:
Molina, Maritzabel
;
Cruz, Juan José
;
Oller, Sergio
..
Ingeniería e Investigación. 31 (2011) 3 - p. 26-39 , 2011
Link:
https://doi.org/10.15446..
?
3
Propuesta de modelación numérica de disipadores histerético..:
Luis Fernando Caballero Castro, Luis Fernando
;
Cano Castaño, Hugo Alejandro
;
Molina Herrera, Maritzabel
.
Revista EIA. 20 (2023) 40 - p. , 2023
Link:
https://doi.org/10.24050..
?
4
Formulating a design for a screw-type shear connector in a ..:
Molina Herrera, Maritzabel
;
Hurtado Amézquita, Xavier Fernando
Ingeniería e Investigación. 31 (2011) 2 - p. 52-64 , 2011
Link:
https://doi.org/10.15446..
?
5
Grade-two resistance screw shear connector behaviour for a ..:
Molina Herrera, Maritzabel
;
Linero S., Dorian Luis
;
Hurtado A., Xavier Fernando
Ingeniería e Investigación. 28 (2008) 2 - p. 4-14 , 2008
Link:
https://doi.org/10.15446..
?
6
Laminated steel and concrete slab composite beam behavior u..:
García Zamora, Alejandro
;
Molina Herrera, Maritzabel
Ingeniería e Investigación. 28 (2008) 3 - p. 11-21 , 2008
Link:
https://doi.org/10.15446..
?
7
Wobble friction coefficient in post-stressed concrete:
Dueñas Puentes, Diego Ernesto
;
Molina Herrera, Maritzabel
Ingeniería e Investigación. 27 (2007) 3 - p. 16-23 , 2007
Link:
https://doi.org/10.15446..
?
8
Grade-two resistance screw shear connector behavior for a 2..:
Larrañaga Rubio, Sherley
;
Molina Herrera, Maritzabel
Ingeniería e Investigación. 27 (2007) 2 - p. 18-25 , 2007
Link:
https://doi.org/10.15446..
?
9
Behavior of cold-formed thin steel sections (MM) under conc..:
Molina Herrera, Maritzabel
;
Ortíz Porras, Javier Alberto
Ingeniería e Investigación. 26 (2006) 3 - p. 12-25 , 2006
Link:
https://doi.org/10.15446..
?
10
Evaluating the response modification factor (R) for reinfor..:
Caballero-Castro, Luis F.
;
Cano-Castaño, Hugo A.
;
Molina-Herrera, Maritzabel
..
Structures. 65 (2024) - p. 106748 , 2024
Link:
https://doi.org/10.1016/..
?
11
Análisis numérico de la reparación y refuerzo de estructura..:
Oller Martínez, Sergio Horacio
;
Molina, Maritzabel
;
Vielma Pérez, Juan Carlos
...
http://www.omniascience.com/monographs/index.php/monograficos/issue/view/16. , 2014
Link:
http://hdl.handle.net/21..
?
12
Análisis numérico de la reparación y refuerzo de estructura..:
Oller Martínez, Sergio Horacio
;
Molina, Maritzabel
;
Vielma Pérez, Juan Carlos
...
http://www.omniascience.com/monographs/index.php/monograficos/issue/view/16. , 2014
Link:
http://hdl.handle.net/21..
?
13
11 Análisis numérico de la reparación y refuerzo de estruct..:
Nallim, Liz
;
H. Barbat, Alex
;
Carlos Vielma, Juan
...
978-849-41729-2. , 2014
Link:
https://hdl.handle.net/2..
?
14
Comportamiento de la interfaz concreto-epoxi-frp utilizando..:
Molina, Maritzabel
;
Cruz, Juan José
;
Oller, Sergio
..
Universidad Nacional de Colombia Revistas electrónicas UN. , 2011
Link:
https://repositorio.unal..
?
15
Comportamiento de la interfaz concreto-epoxi-frp utilizando..:
Molina, Maritzabel
;
Cruz, Juan José
;
Oller, Sergio
..
http://revistas.unal.edu.co/index.php/ingeinv/article/view/26375. , 2011
Link:
https://repositorio.unal..
1-15