Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Arturo López-Barraza"'
Autor:
Edén Bojórquez, Arturo López-Barraza, Alfredo Reyes-Salazar, Sonia E. Ruiz, Jorge Ruiz-García, Antonio Formisano, Francisco López-Almansa, Julián Carrillo, Juan Bojórquez
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
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
Externí odkaz:
https://doaj.org/article/d5cef6f5a0724ac5b8c16d922b1d084a
Autor:
Omar Payán-Serrano, Edén Bojórquez, Juan Bojórquez, Robespierre Chávez, Alfredo Reyes-Salazar, Manuel Barraza, Arturo López-Barraza, Héctor Rodríguez-Lozoya, Edgar Corona
Publikováno v:
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
Externí odkaz:
https://doaj.org/article/e7adaa4e6ae64639a781fd9da134b33c
Autor:
Alfredo Reyes-Salazar, Edén Bojórquez, Achintya Haldar, Arturo López-Barraza, J. Luz Rivera-Salas
Publikováno v:
The Scientific World Journal, Vol 2014 (2014)
The nonlinear seismic responses of 3D steel buildings with perimeter moment resisting frames (PMRF) and interior gravity frames (IGF) are studied explicitly considering the contribution of the IGF. The effect on the structural response of the stiffne
Externí odkaz:
https://doaj.org/article/824c7005cf83426588aff48b9ffb2ece
Publikováno v:
Advances in Materials Science and Engineering, Vol 2014 (2014)
The hysteretic energy (EH) dissipated in posttensioned steel frames (PTSF) with hysteretic dampers is calculated by using equivalent single-degree-of-freedom systems (ESDOFS), where the nonlinearity of both the steel bars (beam and columns) and the c
Externí odkaz:
https://doaj.org/article/609a261039de46d2b3c60d939d2c32b3
Publikováno v:
Advances in Materials Science and Engineering, Vol 2013 (2013)
The aim of this paper is to study the seismic performance of self-centering moment-resisting steel frames with posttensioned connections taking into account nonlinear material behavior, for better understanding of the advantages of this type of struc
Externí odkaz:
https://doaj.org/article/8265d731e889412ca5fa3e5465312f6b
Autor:
Jesus Alberto Cervantes-Lugo, Edén Bojórquez, Juan Bojórquez, Arturo López Barraza, Alfredo Reyes-Salazar
Publikováno v:
Steel and Composite Structures. 22:113-139
The nonlinear seismic responses of steel buildings with perimeter moment resisting frames (PMRF) and interior gravity frames (IGF) are estimated, modeling the interior connections first as perfectly pinned (PPC), and then as partially restrained (PRC
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e06343ed22c989198381dbf28090565b
https://doi.org/10.12989/scs.2016.22.1.113
https://doi.org/10.12989/scs.2016.22.1.113
Autor:
David De León-Escobedo, Federico Valenzuela-Beltran, Arturo López Barraza, Alfredo Reyes-Salazar, Eden Bojorquez-Mora
Publikováno v:
Earthquakes and Structures. 10:211-238
The Maximum seismic responses of steel buildings with perimeter moment resisting frames (MRF), modeled as complex MDOF systems, are estimated for several incidence angles of the horizontal components and the critical one is identified. The accuracy o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::458db2e02874041434077bfd0e3d8f3b
https://doi.org/10.12989/eas.2016.10.1.211
https://doi.org/10.12989/eas.2016.10.1.211
Autor:
Arturo López Barraza, David De León Escobedo, Alfredo Reyes Salazar, Federico Valenzuela Beltrán, Edén Bojórquez Mora
Publikováno v:
Revista de Ingeniería Sísmica. :65
La precisión de las reglas de combinación del 30% y SRSS, y la orientación crítica de las componentes de terremotos se estudian en este trabajo. Se analizan modelos estructurales complejos que representan edificios de baja y mediana altura. Se re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b5a7b15e439632a332779178d91f7041
https://doi.org/10.18867/ris.92.240
https://doi.org/10.18867/ris.92.240
Autor:
Juan Ignacio Velázquez Dimas, Arturo López Barraza, Alfredo Reyes Salazar, José Alfredo Juárez Duarte, Juan de Dios Garay Morán
Publikováno v:
Revista de Ingeniería Sísmica. :27
Se estudia la precision de las reglas de la Raiz Cuadrada de la Suma de los Cuadrados (SRSS) y ladel 30 por-ciento (30%), las que comunmente se usan en la estimacion del efecto combinado de lascomponentes horizontales de terremotos. Las respuestas si
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::573e25bf49002793889847eeddc09537
https://doi.org/10.18867/ris.73.63
https://doi.org/10.18867/ris.73.63
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