Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Jesús Valdés González"'
Publikováno v:
Ciencia Ergo Sum, Vol 15, Iss 2, Pp 176-188 (2008)
En este artículo se presenta el desarrollo y aplicación de un modelo de redes neuronales en la detección del daño estructural a flexión en las trabes de un puente vehicular. El entrenamiento y evaluación de las redes se llevó a cabo a par
Externí odkaz:
https://doaj.org/article/8798f9da8db54cd693c6016414df3e7a
Autor:
Jesús Valdés González
Publikováno v:
Ciencia Ergo Sum, Vol 15, Iss 1, Pp 73-82 (2008)
Se pretende mostrar la metodología a seguir para estimar el peligro sísmico en un sitio que cuenta con escasa información al respecto. Para ello se formulan y aplican dos planteamientos deterministas diferentes (teoría de vibraciones aleator
Externí odkaz:
https://doaj.org/article/8f19746928cc43a19df09465aa286810
Publikováno v:
Revista de Ingeniería Sísmica. :56-76
Mediante simulación Monte Carlo y el programa de análisis Canny-E, se analizan dinámicamente ocho modelos estructurales elásticos representativos de edificios de marcos de concreto reforzado de 4, 7 y 10 niveles, con el objetivo de establecer un
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::787ffa560d2a5c16f6ea024edff1ce13
https://doi.org/10.18867/ris.103.490
https://doi.org/10.18867/ris.103.490
Publikováno v:
International Journal of Civil Engineering. 19:1-16
This work studies a new design procedure to account for accidental torsion in buildings subjected to seismic ground motions. The procedure does not require a design accidental eccentricity and it is based on a simple amplification of design parameter
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8b7757cf1751b2a7bae629fb1db27329
https://doi.org/10.1007/s40999-020-00556-x
https://doi.org/10.1007/s40999-020-00556-x
Publikováno v:
Journal of Structural Engineering. 147
A set of acceleration records obtained at specific points of an actual reinforced concrete, four-story building structure subjected to forced vibrations are presented and documented in this...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2cf74bc91ce670e5c98a5dfaf14b7205
https://doi.org/10.1061/(asce)st.1943-541x.0003011
https://doi.org/10.1061/(asce)st.1943-541x.0003011
Publikováno v:
Measurement. 136:724-734
The purpose of this study is to assess the effect of noise on the estimations of response displacements of single degree-of-freedom systems representative of simple civil-engineering structures subjected to earthquakes. Linear and nonlinear oscillato
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df9f5a0e3d222d928818cf5c03a4b608
https://doi.org/10.1016/j.measurement.2018.12.108
https://doi.org/10.1016/j.measurement.2018.12.108
Publikováno v:
Revista Internacional de Métodos Numéricos para Cálculo y Diseño en Ingeniería. 37
Using non-linear analyses and Monte Carlo simulations, a simplified accidental-torsion design procedure is evaluated. The design procedure does not use an accidental eccentricity like the building codes do. For the evaluation, four reinforced concret
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bfaa73e16290a921a49d259f36329dac
https://doi.org/10.23967/j.rimni.2020.10.009
https://doi.org/10.23967/j.rimni.2020.10.009
Autor:
R. Alejo, Graciela García-Rueda, José Raymundo Marcial-Romero, R. M. Valdovinos, J. Leonardo González-Ruiz, Jesús Valdés-González
Publikováno v:
Lecture Notes in Computer Science ISBN: 9783030490751
MCPR
MCPR
Earthquakes are events that cannot be predicted. However, when they occur, devastating consequences are shown in economic, social and structural areas, among others. In this paper, the mining of association rules is carried out in order to estimate t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::07f38ba04bce572a31253edc15dc92c5
https://doi.org/10.1007/978-3-030-49076-8_5
https://doi.org/10.1007/978-3-030-49076-8_5
Publikováno v:
Engineering Structures. 248:113196
A comparative analysis of responses obtained with typical design procedures that consider accidental eccentricities to provide torsional strength to buildings is presented. Design accidental eccentricities are assessed in terms of both ductility dema
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb55a8a95df8b1bba44b9c9d27d64ede
https://doi.org/10.1016/j.engstruct.2021.113196
https://doi.org/10.1016/j.engstruct.2021.113196
Publikováno v:
DYNA INGENIERIA E INDUSTRIA. 92:339-346
En este trabajo se estudia la respuesta dinamica de los apoyos convencionales de neopreno que se utilizan en puentes vehiculares. El proposito es valorar la capacidad de aislamiento sismico de estos apoyos, por medio del analisis de modelos de elemen
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::db3e61c87ebd9978213b96a5d087fd2c
https://doi.org/10.6036/8034
https://doi.org/10.6036/8034