Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Joel Carvajal"'
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
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:
Noel Zavala, Edén Bojórquez, Manuel Barraza, Juan Bojórquez, Almendra Villela, José Campos, José Torres, Ricardo Sánchez, Joel Carvajal
Publikováno v:
Buildings, Vol 13, Iss 1, p 137 (2023)
Although some studies have been conducted to compute fragility surfaces of buildings using vector-valued seismic intensity measures (IMs), in all the cases, the first component of the vector usually is the spectral acceleration at first mode of vibra
Externí odkaz:
https://doaj.org/article/1bb11c03ff9a427785a96fe34ef1e8da
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:
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