Zobrazeno 1 - 10
of 98
pro vyhledávání: '"Alfredo Reyes Salazar"'
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:
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
Autor:
Henry E. Reyes, Juan Bojórquez, Laura Cruz-Reyes, Sonia E. Ruiz, Alfredo Reyes-Salazar, Edén Bojórquez, Manuel Barraza, Antonio Formisano, Omar Payán, José R. Torres
Publikováno v:
Advances in Civil Engineering, Vol 2022 (2022)
This paper addresses the importance of engineering asset management decisions and control. For this purpose, a Life-Cycle Cost (LCC) analysis is conducted for typical reinforced concrete (R/C) buildings located in Mexico City. The objective of this s
Externí odkaz:
https://doaj.org/article/418d4f40df464a4db79beb47645576de
Autor:
J. Guadalupe Monjardin-Quevedo, Federico Valenzuela-Beltran, Alfredo Reyes-Salazar, J. Martin Leal-Graciano, Xochitl G. Torres-Carrillo, J. Ramon Gaxiola-Camacho
Publikováno v:
Buildings, Vol 12, Iss 11, p 1942 (2022)
An alternative probabilistic assessment of buildings excited by multi-level seismic loading is presented in this paper. This evaluation is developed for both steel and reinforced concrete buildings using the Performance-Based Seismic Design (PBSD) co
Externí odkaz:
https://doaj.org/article/02178a53a0254c17ac4d42871ad013a2
Autor:
Victor Baca, Juan Bojórquez, Edén Bojórquez, Herian Leyva, Alfredo Reyes-Salazar, Sonia E. Ruiz, Antonio Formisano, Leonardo Palemón, Robespierre Chávez, Manuel Barraza
Publikováno v:
Shock and Vibration, Vol 2021 (2021)
The control of vibrations and damage in traditional reinforced concrete (RC) buildings under earthquakes is a difficult task. It requires the use of innovative devices to enhance the seismic behavior of concrete buildings. In this paper, we design RC
Externí odkaz:
https://doaj.org/article/5a34f42af0784421a4a0b94ec1f6f167
Autor:
Joel Carvajal, Edén Bojórquez, Sonia Ruiz, Juan Bojórquez, Alfredo Reyes-Salazar, Ali Rodríguez, Mauro Niño, Jorge Ruiz-García, Francisco López-Almansa, José Torres
Publikováno v:
Advances in Civil Engineering, Vol 2021 (2021)
In this study, with the objective to develop a reliability-based seismic design tool, ductility and dissipated hysteretic energy uniform annual failure rate (UAFR) spectra are obtained and compared using the spectral acceleration at first mode of vib
Externí odkaz:
https://doaj.org/article/294e3ec419e94ff9b9923e0a7ca24b6f
Autor:
Jesús Martin Leal-Graciano, Juan J. Pérez-Gavilán, Alfredo Reyes-Salazar, Federico Valenzuela-Beltrán, Edén Bojórquez, Juan Bojórquez
Publikováno v:
Buildings, Vol 12, Iss 3, p 259 (2022)
The results of an experimental study of four infilled frames with brick masonry walls subject to reversal cyclic lateral load are presented. The variables studied were the height to length aspect ratio of the wall and the use of joint reinforcement.
Externí odkaz:
https://doaj.org/article/b633be5f19e24551b8db38648aabdfe2
Autor:
Federico Valenzuela-Beltrán, Mario D. Llanes-Tizoc, Edén Bojórquez, Juan Bojórquez, Robespierre Chávez, Jesus Martin Leal-Graciano, Juan A. Serrano, Alfredo Reyes-Salazar
Publikováno v:
Applied Sciences, Vol 12, Iss 1, p 433 (2022)
The response of steel moment frames is estimated by first considering that the mass matrix is the concentrated type (ML) and then consistent type (MC). The effect of considering more than one element per beam is also evaluated. Low-, mid- and high-ri
Externí odkaz:
https://doaj.org/article/51df88a1b4844278a3ae9a6843c81f0d
Autor:
Reyes, 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.
Publikováno v:
Buildings; Volume 13; Issue 7; Pages: 1676
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://explore.openaire.eu/search/publication?articleId=multidiscipl::4fcf6f3c79526eeb3449709c7d950470