Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Milena Mesa-Lavista"'
Autor:
Jorge Humberto Chávez-Gómez, Milena Mesa-Lavista, José Álvarez-Pérez, Fabiola D Yépez-Rincón, Eduardo Valencia-Guzmán, Ricardo González-Alcorta
Publikováno v:
Revista ALCONPAT, Vol 14, Iss 2 (2024)
El objetivo del trabajo es emplear la técnica de Correlación de Imágenes Digitales (DIC) para analizar los desplazamientos en muretes de mampostería sometidos a compresión axial, sin usar un programa comercial. Se desarrolló un algoritmo emplea
Externí odkaz:
https://doaj.org/article/0a9f563e05b74893b556b6a8b239e897
Autor:
Jorge H. Chávez-Gómez, José Álvarez-Pérez, Milena Mesa-Lavista, Ramón García-Cedeño, Franco A. Carpio-Santamaría, G. Fajardo-San-Miguel, Fabiola D. Yépez-Rincón
Publikováno v:
Data in Brief, Vol 53, Iss , Pp 110207- (2024)
The uniaxial compressive strength is a main parameter to be considered in design of masonry structures, particularly due to gravitational loads. This dataset collection comprises test on various masonry prisms made of hollow concrete blocks. These pr
Externí odkaz:
https://doaj.org/article/e87fcbc6ef5649529dbe638fdc6d004d
Autor:
José Álvarez-Pérez, Milena Mesa-Lavista, Jorge H. Chávez-Gómez, Diego Cavazos-de-Lira, Bernardo T. Terán-Torres
Publikováno v:
Data in Brief, Vol 39, Iss , Pp 107646- (2021)
Masonry structures are widely used nowadays for their advantages like low-cost workmanship, efficiency and fast construction techniques. The compressive strength of the materials that compose masonry (block and mortar) is very important to the behavi
Externí odkaz:
https://doaj.org/article/de2eaf65415b4003b34b5ded1b5c022c
Autor:
Jorge H. Chávez-Gómez, José Álvarez-Pérez, Milena Mesa-Lavista, G. Fajardo-San-Miguel, Diego Cavazos-de-Lira, Ricardo González-Alcorta
Publikováno v:
Buildings, Vol 13, Iss 1, p 96 (2022)
Different loading conditions cause different tensile stress patterns in masonry structures. Several studies related to masonry behavior use indirect tensile tests to obtain that value, where the splitting test from ASTM-C-1006 is usually employed. In
Externí odkaz:
https://doaj.org/article/bbb0571a2867413683fe10b2871275ce
Publikováno v:
Data in Brief, Vol 38, Iss , Pp 107315- (2021)
Slope-stability analysis is one of the parameters in the design of road embankments that the designer must consider in order to ensure stable and safe construction. The technical standards recommend slopes to heights of 12 m, depending on the soil ty
Externí odkaz:
https://doaj.org/article/4386df5b960845fd9f15e3fa5b7ef75c
Autor:
Milena Mesa Lavista, Francisco Lamas-Fernández, Eduardo Tejeda-Piusseaut, Rafael Bravo-Pareja, Carolina Cabrera-González, José Álvarez-Pérez
Publikováno v:
Ingeniería e Investigación, Vol 42, Iss 1, Pp e93712-e93712 (2021)
Numerical modeling is a powerful tool to determine the stress-strain relationships of structures. However, for a reliable application, physical and mathematical models must be calibrated and validated. This paper presents an overview of numerical cal
Externí odkaz:
https://doaj.org/article/12e2e746e3ae43b1ad6bafa157c06393
Autor:
Milena Mesa Lavista, José Álvarez Pérez, Eduardo Tejeda Piusseaut, Carlos Alexander Recarey Morfa
Publikováno v:
Dyna, Vol 83, Iss 198, Pp 44-48 (2016)
El presente artículo presenta un estudio de la influencia de las dimensiones del subdominio en el estado tenso-deformacional de terraplenes viales. Su objetivo principal es determinar la distancia más aconsejable desde el pie de talud hasta la cond
Externí odkaz:
https://doaj.org/article/ca614b7330304c9882e0bc1d03827fec
Publikováno v:
Revista de la construcción. 21:657-668
Spiral ties with rectangular cross sections have been developed as a new technology in construction, reducing the workforce in the reinforcement production series, because the worker does not have to place the tie reinforcement for the columns on the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::07362e371757f75ce60efa26530b7967
https://doi.org/10.7764/rdlc.21.3.657
https://doi.org/10.7764/rdlc.21.3.657
Publikováno v:
Revista de Ingeniería Sísmica. :1-17
Cuando se construye un terraplén carretero, una de las variables analizadas en el diseño es la obtención del factor de seguridad para determinar la estabilidad y seguridad de los taludes. Este diseño se realiza haciendo uso de un análisis estát
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a8e8aba7c4523975c557a3d919ea9e9e
https://doi.org/10.18867/ris.103.489
https://doi.org/10.18867/ris.103.489
Autor:
Diego Cavazos-de-Lira, José Álvarez-Pérez, Milena Mesa-Lavista, Jorge H. Chávez-Gómez, Bernardo T. Terán-Torres
Publikováno v:
Data in Brief, Vol 39, Iss, Pp 107646-(2021)
Data in Brief
Data in Brief
Masonry structures are widely used nowadays for their advantages like low-cost workmanship, efficiency and fast construction techniques. The compressive strength of the materials that compose masonry (block and mortar) is very important to the behavi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::98029360b24878b8348765135ecd997f
http://www.sciencedirect.com/science/article/pii/S2352340921009215
http://www.sciencedirect.com/science/article/pii/S2352340921009215