Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Edgar Giovanny Diaz-Segura"'
Publikováno v:
Applied Sciences, Vol 14, Iss 18, p 8458 (2024)
Urban areas located on complex geological formations, such as dune deposits, require detailed seismic risk assessments that extend beyond standard seismic codes. This study focuses on the city of Concón, Chile, where a significant portion of the urb
Externí odkaz:
https://doaj.org/article/6cac018a4543447b8c04c9379fd20f4a
Publikováno v:
Applied Sciences, Vol 14, Iss 17, p 7506 (2024)
The fundamental period of a terrain is a key parameter for characterizing the maximum soil amplification. Since the 1960s, research has been conducted for sloping terrains with a focus on evaluating topographic effects. However, few studies have focu
Externí odkaz:
https://doaj.org/article/70b238010a1948c686486a8a4a888983
Publikováno v:
Symmetry, Vol 16, Iss 3, p 370 (2024)
Seismic-resistant design incorporates measures to ensure that structures perform adequately under specific limit states, focusing on seismic forces derived from both the equivalent static and spectral modal methods. This study examined buildings on s
Externí odkaz:
https://doaj.org/article/131ec107a5144b27a34afaab54ccebd9
Autor:
Edgar Giovanny Diaz-Segura
Publikováno v:
Gaceta Técnica, Vol 24, Iss 1, Pp 48-50 (2023)
Esta Corrección es para aclarar y sustituir las diferencias en el artículo del Volumen 23, Número 2, julio-diciembre, p. 107-122, Gaceta Técnica, entre lo publicado y lo que posteriormente envía el autor como aclaratorias a fin de que se proceda
Externí odkaz:
https://doaj.org/article/e11988331b4048cea89e7b77bd46f6ba
Autor:
Edgar Giovanny Diaz-Segura
Publikováno v:
Gaceta Técnica, Vol 23, Iss 2, Pp 107-120 (2022)
La gran mayoría de los estudios sobre análisis de la capacidad de soporte de cimentaciones, tienen como base el trabajo de 1920 del profesor Ludwig Prandtl titulado “Über die härte plastischer körper” (Sobre la dureza de los cuerpos plástic
Externí odkaz:
https://doaj.org/article/a4793f7662dd44cbb5ec2e943e084d6c
Autor:
Edgar Giovanny Diaz-Segura
Publikováno v:
Gaceta Técnica, Vol 23, Iss 2, Pp 1-3 (2022)
El diseño de cimentaciones superficiales es quizás uno de los requerimientos más habituales en la práctica profesional en ingeniería geotécnica, lo que ha motivado el desarrollo de un importante número de investigaciones de tipo experimental,
Externí odkaz:
https://doaj.org/article/a5ff71d2335b4e039b10030185dda094
Autor:
Edgar Giovanny Diaz-Segura
Publikováno v:
International Journal of Geo-Engineering, Vol 11, Iss 1, Pp 1-12 (2020)
Abstract In professional activities aimed at seismic site classification, geophysical methods based on measurements of surface waves are often used to measure the shear-wave velocity (Vs), with the MASW survey being one of the most common techniques
Externí odkaz:
https://doaj.org/article/eee90af904984d22824fe590472f50dc
Autor:
Edgar Giovanny Diaz-Segura
Publikováno v:
Applied Sciences, Vol 11, Iss 22, p 10754 (2021)
Design codes establish seismic site classifications to determine the seismic demand of a structure according to the response of the soil foundation under the action of earthquake ground motions; the site classification can even condition the feasibil
Externí odkaz:
https://doaj.org/article/37a5920d390b44d8bea349ea8b846fe1
Publikováno v:
Brazilian Journal of Development. 8:69680-69696
A grande maioria dos estudos sobre a análise da capacidade de carga de fundações tem se baseado no trabalho de 1920 do professor Ludwig Prandtl intitulado “Über die Härte plastischer körper” (sobre a dureza dos corpos plásticos). No entant
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::65de2b1ba28292ffa9bc3cd5a98a14b2
https://doi.org/10.34117/bjdv8n10-312
https://doi.org/10.34117/bjdv8n10-312
Publikováno v:
Earthquake Engineering and Engineering Vibration. 20:423-440
Major damage has been reported in hilly areas after major earthquakes, primarily because of two special conditions: the variation in the seismic ground motion due to the inclined ground surface and the irregularities caused by a stepped base level in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7779110a500159e863ea2f25da642cd2
https://doi.org/10.1007/s11803-021-2029-4
https://doi.org/10.1007/s11803-021-2029-4