Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Sergio Márquez-Domínguez"'
Autor:
Sergio Márquez-Domínguez, José E. Barradas-Hernández, Franco Carpio, Alejandro Vargas-Colorado, Armando Aguilar-Melendez, Rolando Salgado-Estrada
Publikováno v:
Buildings, Vol 13, Iss 10, p 2422 (2023)
This paper’s main aim was to explain the process of characterising the structural over-strength factor (R), seismic behaviour factor (Q), and the effective elastic stiffness, Keff, of cantilever-reinforced concrete (RC) urban bridge columns with so
Externí odkaz:
https://doaj.org/article/6aff8d68ae0f4fa69e9a7abb346ad5af
Autor:
Alejandro Vargas-Colorado, José E. Barradas-Hernández, Franco Carpio, Sergio Márquez-Domínguez, Rolando Salgado-Estrada, Armando Aguilar-Melendez
Publikováno v:
Buildings, Vol 13, Iss 10, p 2423 (2023)
This paper aims to assess the structural overstrength (R), seismic behaviour factor (Q), and effective inertia factor (keff), of which the effective elastic stiffness (Keff) is a function, i.e., Keff (keff), of reinforced concrete (RC) cantilever col
Externí odkaz:
https://doaj.org/article/a73b4eaa258d4e5785dd3dc670d88445
Autor:
Franco Carpio, Sergio Márquez-Domínguez, Andres Carmona, Rolando Salgado, Alejandro Vargas, José Barradas, Dariniel Barrera
Publikováno v:
Buildings, Vol 12, Iss 12, p 2203 (2022)
Frame buildings are prone to cracking because of their deformation by normal and extreme events such as temperature and earthquakes. Even though the crack widths are limited in the structural design, a cracked cover reduces the corrosion protection o
Externí odkaz:
https://doaj.org/article/8306800db3954038b3635b025bb77952
Autor:
Sergio Márquez-Domínguez, Edgar Mejía-Sánchez, Jesús Antonio Arenzano-Altaif, Gerson Omar Martínez-Guevara, Dante Tolentino
Publikováno v:
Dyna, Vol 85, Iss 206, Pp 162-170 (2018)
The inclusion of pre-stressed PET profiles as reinforcing fibers in structural elements is proposed. The PET-profiles are placed in a unidirectional and bidirectional fiber matrix with soft pre-tensioned condition that they could have advantages in s
Externí odkaz:
https://doaj.org/article/9a6fcbf02973453ea40a617ed911e055
Publikováno v:
Energies, Vol 5, Iss 6, Pp 1816-1834 (2012)
Consequences of failure of offshore wind turbines (OWTs) is in general lower than consequences of failure of, e.g., oil & gas platforms. It is reasonable that lower fatigue design factors can be applied for fatigue design of OWTs when compared to oth
Externí odkaz:
https://doaj.org/article/526bd01209a843ec9620811ceb5daffd
Publikováno v:
Energies, Vol 7, Iss 4, Pp 2146-2147 (2014)
The authors wish to make the following correction to this paper [1].
Externí odkaz:
https://doaj.org/article/fa2e4fcb9528497b91aa8f7c6e70df2c
Autor:
Luis Jesús Torres Martínez, David Enrique Arceo, Ricardo Galván Martínez, Alejandro Vargas Colorado, Sergio Márquez Domínguez, Ricardo Orozco Cruz
Publikováno v:
ECS Transactions. 110:237-245
The corrosion phenomenon affects several low carbon steel structures leading to excessive expenditure on coatings and other alternatives. However, the coatings used usually contain compounds that pollute the environment. Therefore, environmentally fr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::64fd117ed383ea05bd3152fb5cd105d1
https://doi.org/10.1149/11001.0237ecst
https://doi.org/10.1149/11001.0237ecst
Autor:
Alejandro Vargas Colorado, Sergio Márquez Domínguez, José Barradas Hernández, Rolando Salgado Estrada, Andrés Carmona-Hernandez, Franco Antonio Carpio
Publikováno v:
ECS Transactions. 110:39-47
The Veracruz - Boca del Río metropolitan area in Mexico presents high temperatures and even high chloride ion concentrations, causing an aggressive environment with significant corrosion rates. Therefore, in reinforced concrete buildings in said are
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dc9665afe454b8ac0fa8346e0945fba2
https://doi.org/10.1149/11001.0039ecst
https://doi.org/10.1149/11001.0039ecst
Publikováno v:
KSCE Journal of Civil Engineering. 24:551-560
In this paper, an approach is proposed to obtain fragility curves of reinforced concrete structures which can accumulate damage due to inelastic behavior when they are exposed to seismic load sequences in a given instant of time. The cumulative damag
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::47b8faa8c3079882ef74bf6922cbb97e
https://doi.org/10.1007/s12205-020-0659-0
https://doi.org/10.1007/s12205-020-0659-0
Autor:
Sergio Márquez-Domínguez, Jesús Antonio Arenzano-Altaif, Dante Tolentino, Edgar Mejía-Sánchez, Gerson Omar Martínez-Guevara
Publikováno v:
Dyna, Vol 85, Iss 206, Pp 162-170 (2018)
Instituto Politécnico Nacional
IPN
Redalyc-IPN
Dyna (Colombia) Num.206 Vol.85
DYNA, Volume: 85, Issue: 206, Pages: 162-170, Published: SEP 2018
Instituto Politécnico Nacional
IPN
Redalyc-IPN
Dyna (Colombia) Num.206 Vol.85
DYNA, Volume: 85, Issue: 206, Pages: 162-170, Published: SEP 2018
The inclusion of pre-stressed PET profiles as reinforcing fibers in structural elements is proposed. The PET-profiles are placed in a unidirectional and bidirectional fiber matrix with soft pre-tensioned condition that they could have advantages in s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6c45c03f456c9257c7a2304ca8bc6fcc
https://revistas.unal.edu.co/index.php/dyna/article/view/71805
https://revistas.unal.edu.co/index.php/dyna/article/view/71805