Zobrazeno 1 - 10
of 37
pro vyhledávání: '"Francisco López Almansa"'
Publikováno v:
Buildings, Vol 10, Iss 12, p 241 (2020)
Base (seismic) isolation is a promising technology for seismic protection of buildings and other constructions. Nowadays, it is accepted that such a technique is efficient and reliable; however, it has two major limitations: soft foundation soil, and
Externí odkaz:
https://doaj.org/article/d4752ac174af4e0ebd02bb65e67d3a82
Publikováno v:
Dyna, Vol 85, Iss 207, Pp 306-315 (2018)
En Colombia no existe una normativa propia para el diseño de edificaciones con aislamiento sísmico de base; el limitado número de edificios aislados existentes en el país han sido diseñados según alguno de los documentos americanos que recomien
Externí odkaz:
https://doaj.org/article/b57e7ffc8e2e475baaf27e850a59d48d
Investigation on the down-aisle ductility of multiple bay pallet racks by means of pushover analyses
This paper presents numerical pushover analyses on multiple bay pallet racks, aiming to quantify variations in global ductility when using different beam-to-upright connections. The connections differ in the layout of the beam-to-endplate welding, be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fa01708d482d89845833096be1d08c67
https://hdl.handle.net/2117/387201
https://hdl.handle.net/2117/387201
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
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Politècnica de Catalunya (UPC)
El aislamiento de base es una técnica de protección sismorresistente para edificaciones, con un uso exitoso y amplio a nivel mundial. En Colombia actualmente existen algunos edificios que incorporan esta técnica, los cuales fueron diseñados bajo
Ordinary (customary) light gauge steel framing is a convenient construction technology; however, given the studs low axial capacity, has been mainly considered for short buildings in low seismicity regions. This paper investigates the bounds of this
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::729c1c1ff655c379bb9b8df494b32bbe
https://doi.org/10.21203/rs.3.rs-2674919/v1
https://doi.org/10.21203/rs.3.rs-2674919/v1
This paper presents a state-of-the-art review on seismic tests of adjustable pallet rack systems: on particular components of racks, subassemblies, full racks and stored goods. The tested particular components are the most critical connections: beams
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5257167c9c802c19a4d648fcf47cbb5d
https://hdl.handle.net/2117/382905
https://hdl.handle.net/2117/382905
Autor:
Alfredo Reyes-Salazar, Juan Bojórquez, Julian Carrillo, Edén Bojórquez, Herian Leyva, Francisco López-Almansa
Publikováno v:
Structural and Multidisciplinary Optimization. 64:2097-2112
In this study, the optimal seismic design of traditional and buckling-restrained braces (BRBs) 3D-reinforced concrete (R/C) buildings is compared. The optimal buildings are obtained through the non-dominated sorting genetic algorithm (NSGA-II) multi-
Autor:
Stefan Leonardo Leiva Maldonado, Julian Carrillo, Francisco López-Almansa, Carlos Piscal, YINA FERNANDA MUNOZ MOSCOSO
Base isolation solutions are efficient alternatives for seismic protection of buildings and for enhancing resilient capacity. Currently, seismic isolation is focused principally on the critical infrastructure of public health, transportation, educati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::54981135af2f59ced6c16b109dc58adc
https://hdl.handle.net/2117/384359
https://hdl.handle.net/2117/384359
Publikováno v:
UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)
Universitat Politècnica de Catalunya (UPC)
This paper presents seismic cantilever monotonic and cyclic tests of speed-lock (boltless) beam-to-upright con-nections of adjustable pallet rack systems; the objective of the monotonic tests is to obtain the bounds that are employed to define the lo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::649f9c6e23dee4234611fd8513b58e7d
https://hdl.handle.net/2117/360705
https://hdl.handle.net/2117/360705