Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Arturo Lopez-Barraza"'
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:
J. Luz Rivera-Salas, Mario D. Llanes-Tizoc, Edén Bojórquez, Arturo Lopez-Barraza, Alfredo Reyes-Salazar, Achintya Haldar
Publikováno v:
Journal of Vibroengineering, Vol 19, Iss 4, Pp 2680-2702 (2017)
The nonlinear seismic responses of steel buildings with perimeter moment resisting frames (MRF), modeled as complex 3D MDOF systems, are calculated and the ductility demands, ductility reduction factors and the force reduction factors (R), are studie
Autor:
Alfredo Reyes-Salazar, Edén Bojórquez, Antonio Formisano, Jorge Ruiz-García, Francisco López-Almansa, Julian Carrillo, Juan Bojórquez, Arturo Lopez-Barraza, Sonia E. Ruiz
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
Recercat. Dipósit de la Recerca de Catalunya
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Recercat. Dipósit de la Recerca de Catalunya
instname
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
In this paper, various moment-resisting steel frames (MRSFs) are subjected to 30 narrow-band motions scaled at different ground motion intensity levels in terms of spectral acceleration at first mode of vibration SaT1 in order to perform incremental
Autor:
J. Luz Rivera-Salas, Alfredo Reyes-Salazar, Arturo Lopez-Barraza, Jose R. Gaxiola-Camacho, Mario D. Llanes-Tizoc, Juan Bojórquez, Edén Bojórquez
Publikováno v:
Applied Sciences, Vol 9, Iss 1, p 200 (2019)
Applied Sciences
Volume 9
Issue 1
Applied Sciences
Volume 9
Issue 1
A numerical investigation regarding ductility evaluation of steel buildings with moment resisting steel frames is conducted. Bending (µ
Lϕ) and tension (µ
L&delta
) local ductilities as well as story (µ
S) and glob
Lϕ) and tension (µ
L&delta
) local ductilities as well as story (µ
S) and glob
Autor:
Mario D. Llanes-Tizoc, Juan Bojórquez, Alfredo Reyes-Salazar, Edén Bojórquez, Achintya Haldar, Arturo Lopez-Barraza
Publikováno v:
Bulletin of Earthquake Engineering. 14:2827-2858
The seismic responses of steel buildings with perimeter moment resisting frames (MRF) with welded connections (WC) are estimated and compared to those of similar buildings with semi-rigid post-tensioned connections (PC). The responses are estimated i
Publikováno v:
Steel and Composite Structures. 20:1155-1171
Post-tensioned (PT) steel moment resisting frames (MRFs) with semi-rigid connections (SRC) can be used to control the hysteretic energy demands and to reduce the maximum inter-story drift (γ). In this study the seismic behavior of steel MRFs with PT
Autor:
Alfredo Reyes-Salazar, Edgar Corona, Manuel Barraza, Arturo Lopez-Barraza, Robespierre Chávez, Edén Bojórquez, Omar Payán-Serrano, Juan Bojórquez, Héctor E. Rodríguez-Lozoya
Publikováno v:
Applied Sciences; Volume 7; Issue 6; Pages: 563
Applied Sciences, Vol 7, Iss 6, p 563 (2017)
Applied Sciences, Vol 7, Iss 6, p 563 (2017)
The aim of this paper is to investigate the prediction of maximum story drift of Multi-Degree of Freedom (MDOF) structures subjected to dynamics wind load using Artificial Neural Networks (ANNs) through the combination of several structural and turbu
Autor:
Alfredo Reyes-Salazar, Manuel E. Soto-Lopez, Jose R. Gaxiola-Camacho, Eden Bojorquez, Arturo Lopez-Barraza
Publikováno v:
Steel and Composite Structures. 17:471-495
Autor:
J. Luz Rivera-Salas, Juan I. Velazquez-Dimas, Edén Bojórquez, Arturo Lopez-Barraza, Alfredo Reyes-Salazar
Publikováno v:
Bulletin of Earthquake Engineering. 13:1749-1771
The global ductility parameter $$(\mu _{G})$$ , commonly used to represent the capacity of a structure to dissipate energy, and its effects, considered through the ductility reduction factor $$(R_{\upmu })$$ , are studied for buildings with moment re
Autor:
J. Luz Rivera-Salas, Arturo Lopez-Barraza, Edén Bojórquez, Achintya Haldar, Alfredo Reyes-Salazar
Publikováno v:
Applied Mechanics and Materials. 595:166-172
The global ductility parameter (μG), commonly used to represent the capacity of a structure to dissipate energy, and the associated ductility reduction factor (Rμ), are estimated for steel buildings with perimeter moment resisting frames (PMRF), wh