Diseño de un sistema de disipación pasiva de energía para un edificio en altura de Guayaquil
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ASCE/SEI 7 (2010): Minimun design loads for buildings and other structures. American Society of Civil Engineers.
Black C, Makris N, Aiken L (2002): Component testing, stability analysis characterization of buckling- restrained unbonded braces. Pacific Earthquake Engineering Research Center, report PEER 2002/08. Christopoulos C and Filiatrault A (2006): Principles of passive supplemental damping and seismic isolation. IUSS Press.
Housner GW, Bergman LA, Caughey TK, Chassiakos AG, Claus RO, Masri SF (1997): Structural control: Past, present, and future. J Eng Mech ASCE; 123:897_971.
López WA, Gwie DS, Lauck TW, Saunders M. (2004): Structural design and experimental verification of a buckling-restrained braced frame system. Eng J; 41.
NEC-11 (2011): Norma ecuatoriana de la construcción. Comité ejecutivo de la norma ecuatoriana de la construcción.
Palazzo G, López Almansa F, Cahís J, y Crisafulli F (2009): A low-tech dissipative buckling restrained brace. Design, analysis, production and testing. Engineering Structures, Vol. 31, No 9, 2152-2161. SAP2000, v.14.2.4 (2010): Structural analysis program. Computers and Structures, Inc.
Seismomatch (2013): It is an application capable of adjusting earthquake accelerograms to match a specific target response spectrum. Seismosoft Ltd.
Soong T, Dargush G (1997): Passive energy dissipation systems in structural engineering. John Wiley. Tremblay R, Bolduc P, Neville R, De Vall R. (2006): Seismic testing and performance of buckling- restrained bracing systems. Canad J Civil Eng; 33:183_98.
DOI: https://doi.org/10.23878/alternativas.v17i3.221
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