Zobrazeno 1 - 10
of 57
pro vyhledávání: '"Luis E. Suarez"'
Autor:
Karla I. Zarco Arreola, Israel D. Campos Gonzales, Blanca J. Martinez Chagolla, Jorge A. Quiroz Pérez, Luis E. Suarez Luna
Publikováno v:
International Journal of Research in Medical Sciences. 10:1408
Background: The living-donor transplantation (LDT) is essential to provide patients with chronic kidney disease (CKD) a superior quality of life and improve their lifespan. Recent investigations prove that the living donors (LD) have a risk of develo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::567d61d40b96caf41268c0ba242dc7fe
https://doi.org/10.18203/2320-6012.ijrms20221577
https://doi.org/10.18203/2320-6012.ijrms20221577
Publikováno v:
2019 7th International Engineering, Sciences and Technology Conference (IESTEC).
The Doppler radar located in Cayey, Puerto Rico is a critical tool in early weather forecasting. During Hurricane Maria in September 2017, the radar was destroyed as the result of the strong winds. An X-band radar was used as a temporary solution. X-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::27494ef3158acf863e5c81175d9c0182
https://doi.org/10.1109/iestec46403.2019.00082
https://doi.org/10.1109/iestec46403.2019.00082
Autor:
Luis E. Suarez, Carlos A. Gaviria
Publikováno v:
Structural Engineering and Mechanics. 55:1241-1260
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a1bb20a148d95cca8cf3e8a658293e7f
https://doi.org/10.12989/sem.2015.55.6.1241
https://doi.org/10.12989/sem.2015.55.6.1241
Autor:
Otoniel Díaz, Luis E. Suarez
Publikováno v:
Earthquake Spectra. 30:743-765
An analytical model of an operating wind turbine to obtain the seismic response due to three base accelerations is presented. The model considers the flexibility of the blades in the flapping direction and the flexibility of the tower in bending and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2fe58b70d03cd2bfe078c02b205b2ec4
https://doi.org/10.1193/123011eqs316m
https://doi.org/10.1193/123011eqs316m
Publikováno v:
Journal of Earthquake Engineering. 16:83-104
The effectiveness of four protective systems in reducing the seismic structural response is assessed via shaking table tests using a 1/6-scale model of a steel building. The protective systems consist of two cables connected to hanging weights and to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7dfc58533f84dfb98fa421f8401bab8c
https://doi.org/10.1080/13632469.2011.576800
https://doi.org/10.1080/13632469.2011.576800
Publikováno v:
Structural Engineering and Mechanics. 36:321-341
The seismic-induced failure of a dam could have catastrophic consequences associated with the sudden release of the impounded reservoir. Depending on the severity of the seismic hazard, the characteristics and size of the dam-reservoir system, preven
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d33d9e35eeb272022c40e2cc202021a9
https://doi.org/10.12989/sem.2010.36.3.321
https://doi.org/10.12989/sem.2010.36.3.321
Autor:
Jhon Jairo Gil Peláez, Luis E. Suarez
Publikováno v:
Iteckne, Vol 7, Iss 1, Pp 34-45 (2010)
ITECKNE; Vol. 7, núm. 1 (2010); 34-45
ITECKNE; Vol. 7, núm. 1 (2010); 34-45
En este trabajo se evaluo la efectividad de los materiales viscoelasticos para disipar energia en edificios de acero por medio de simulaciones numericas con elementos finitos usando el programa ABAQUS. El material viscoelastico se aplico entre dos ca
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e4f554d73e44dedfe3c59d8540714ff5
http://revistas.ustabuca.edu.co/index.php/ITECKNE/article/view/346
http://revistas.ustabuca.edu.co/index.php/ITECKNE/article/view/346
Publikováno v:
Journal of Earthquake Engineering. 12:999-1022
Ground-supported steel tanks experienced extensive damage in past earthquakes. The failure of tanks in earthquakes may cause severe environmental damage and economic losses. This study deals with the evaluation of the elastic buckling of above-ground
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::33dc982116092dc42ba8b17b86387a87
https://doi.org/10.1080/13632460701672714
https://doi.org/10.1080/13632460701672714
Autor:
Luis E. Suarez, Orlando Cundumi
Publikováno v:
Computer-Aided Civil and Infrastructure Engineering. 23:291-308
When two structures in close proximity and with different properties (heights, structural systems, materials) are subjected to a strong seismic ground motion there is the possibility that pounding between them may occur. The large impact loads induce
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d2048f70105f6f52b68fdfd3f439c21d
https://doi.org/10.1111/j.1467-8667.2007.00537.x
https://doi.org/10.1111/j.1467-8667.2007.00537.x
Autor:
Orlando Cundumi, Luis E. Suarez
Publikováno v:
Journal of Mechanics of Materials and Structures. 2:1639-1656
A semiactive mechanism, called a VDSA (variable damping semiactive device), is proposed to reduce the seismic response of structures. It is composed of two fixed-orifice viscous fluid dampers installed in the form of a V whose top ends are attached t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c2057e7713136ea1343639cac1322f3
https://doi.org/10.2140/jomms.2007.2.1639
https://doi.org/10.2140/jomms.2007.2.1639