Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Juan Bojorquez"'
Autor:
Federico Valenzuela-Beltrán, Mario D. Llanes-Tizoc, Eden Bojorquez, Juan Bojorquez, J. M. Leal-Graciano, Victor Baca, Robespierre Chavez, Alfredo Reyes-Salazar
Publikováno v:
Applied Sciences, Vol 14, Iss 12, p 5067 (2024)
Structural engineers often use deep columns in high seismic areas to reduce drifts, yet this somehow contradicts what is stated in some tests in the sense that even though deep columns may satisfy current seismic provisions, they can suffer premature
Externí odkaz:
https://doaj.org/article/607de3cebfad40719170ca64537f0903
Autor:
Alfredo Reyes-Salazar, Edén Bojórquez, Juan Bojorquez, Federico Valenzuela-Beltran, Mario D. Llanes-Tizoc
Publikováno v:
Shock and Vibration, Vol 2018 (2018)
Ductility plays a central role in seismic analysis and design of steel buildings. A numerical investigation regarding the evaluation of energy dissipation, ductility, and ductility reduction factors for local, story, and global structural levels is c
Externí odkaz:
https://doaj.org/article/e815478828bf4b0c97a71da184a9e715
Autor:
Mario D. Llanes-Tizoc, Alfredo Reyes-Salazar, Eden Bojorquez, Juan Bojorquez, Arturo Lopez-Barraza, J. Luz Rivera-Salas, Jose R. Gaxiola-Camacho
Publikováno v:
Applied Sciences, Vol 9, Iss 1, p 200 (2019)
A numerical investigation regarding ductility evaluation of steel buildings with moment resisting steel frames is conducted. Bending (µLϕ) and tension (µLδ) local ductilities as well as story (µS) and global ductilities are studied. Global ducti
Externí odkaz:
https://doaj.org/article/e969b03560444ea0b08a0f5b049d4a67
Autor:
Federico Valenzuela-Beltran, Mario D. Llanes-Tizoc, Eden Bojorquez, Juan Bojorquez, Alfredo Reyes-Salazar
Publikováno v:
Engineering Structures. 286:116097
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5d5e2583891fb381078a6050e02aebc3
https://doi.org/10.1016/j.engstruct.2023.116097
https://doi.org/10.1016/j.engstruct.2023.116097
Autor:
Omar Payán-Serrano, Edén Bojórquez, Julián Carrillo, Juan Bojórquez, Herian Leyva, Ali Rodríguez-Castellanos, Joel Carvajal, José Torres
Publikováno v:
AI, Vol 5, Iss 3, Pp 1496-1516 (2024)
The motivation for using artificial neural networks in this study stems from their computational efficiency and ability to model complex, high-level abstractions. Deep learning models were utilized to predict the structural responses of reinforced co
Externí odkaz:
https://doaj.org/article/a740617a7d8147a9acc0bea8e182cb4c
Publikováno v:
Results in Engineering, Vol 23, Iss , Pp 102756- (2024)
In this work, reliability-based ductility reduction factors surfaces are obtained through uniform annual failure rate (UAFR) spectra. For this aim, several nonlinear single degree of freedom (SDOF) systems that include various hysteretic behavior mod
Externí odkaz:
https://doaj.org/article/15800a1473514ec681ff1b48bd398c64
Publikováno v:
Infrastructures, Vol 9, Iss 9, p 164 (2024)
Artificial intelligence (AI) has enabled several optimization techniques for structural design, including machine learning, evolutionary algorithms, as in the case of genetic algorithms, reinforced learning, deep learning, etc. Although the use of AI
Externí odkaz:
https://doaj.org/article/c56e172258ac43018d65b5423a90d0c2
Autor:
Henry Emmanuel Reyes Heredia, Juan Bojórquez Mora, Edén Bojórquez Mora, Manuel Antonio Barraza Guerrero, Herían Alberto Leyva Madrigal
Publikováno v:
Revista de Ciencias Tecnológicas, Vol 7, Iss 1 (2024)
Los edificios de concreto reforzados sujetos a eventos sísmicos pueden presentar distintos daños aun cuando estos tengan características similares cuando son diseñados con la combinación de carga sísmica reglamentaria. Lo anterior se traduce en
Externí odkaz:
https://doaj.org/article/9f155c075cfe417fb924b33f675f6027
Autor:
Juan Acosta, Edén Bojórquez, Juan Bojórquez, Alfredo Reyes-Salazar, Jorge Ruiz-García, Sonia E. Ruiz, Ivano Iovinella
Publikováno v:
Buildings, Vol 14, Iss 1, p 118 (2024)
Although eccentrically braced frames (EBFs) can be used with different configurations according to architectural requirements, it has not yet been indicated which configuration has a better seismic performance; therefore, this paper presents an analy
Externí odkaz:
https://doaj.org/article/b88c9a3e9afa4f43936a902a7197d874
Autor:
José R. Torres, Edén Bojórquez, Juan Bojórquez, Herian Leyva, Sonia E. Ruiz, Alfredo Reyes-Salazar, Leonardo Palemón-Arcos, J. Luz Rivera, Joel Carvajal, Henry E. Reyes
Publikováno v:
Buildings, Vol 13, Iss 7, p 1676 (2023)
In this study, the seismic responses of moment-resisting steel frames (MRSFs) with welded and post-tensioned connections under 28 artificial seismic sequences (mainshock–aftershock) are compared. For this aim, the mainshock are scaled at different
Externí odkaz:
https://doaj.org/article/b91713842c104fef882691b5f4ee7074