(4 a 10 niveles) localizados en el suelo blando de la - Sociedad ...
(4 a 10 niveles) localizados en el suelo blando de la - Sociedad ...
(4 a 10 niveles) localizados en el suelo blando de la - Sociedad ...
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Confiabilidad sísmica <strong>de</strong> varios edificios (cuatro a diez <strong>niv<strong>el</strong>es</strong>) <strong>localizados</strong> <strong>en</strong> su<strong>el</strong>o <strong>b<strong>la</strong>ndo</strong> <strong>de</strong> <strong>la</strong> Ciudad <strong>de</strong> …M<strong>el</strong>i, R y J A Ávi<strong>la</strong> (1989), “The Mexico earthquake of September 19, 1985 analysis of buildingresponse”, Earthquake Spectra, Vol. 5, N o 1, pp. 1-18.Monti<strong>el</strong>, M A (2006), “Confiabilidad implícita <strong>en</strong> estructuras conv<strong>en</strong>cionales como base para establecercriterios para <strong>el</strong> diseño sísmico <strong>de</strong> estructuras reforzadas con disipadores <strong>de</strong> <strong>en</strong>ergía”, Tesispres<strong>en</strong>tada <strong>en</strong> <strong>la</strong> DEPFI para obt<strong>en</strong>er <strong>el</strong> grado <strong>de</strong> Doctor <strong>en</strong> Ing<strong>en</strong>iería, UNAM.Monti<strong>el</strong>, M A y S E Ruiz (2007), “Influ<strong>en</strong>ce of structural capacity uncertainty on seismic r<strong>el</strong>iability ofbuilding un<strong>de</strong>r narrow-band motions”, artículo <strong>en</strong> pr<strong>en</strong>sa, Earthquake Engineering and StructuralDynamics.Normas Técnicas Complem<strong>en</strong>tarias para Diseño y Construcción <strong>de</strong> Estructuras Metálicas NTCDCEM(2004).Normas Técnicas Complem<strong>en</strong>tarias para Diseño por Sismo, NTCDS (2004).Proyect, S. C. (2004), Comunicación personal con <strong>el</strong> Ing. Raúl Granados.Reg<strong>la</strong>m<strong>en</strong>to <strong>de</strong> Construcciones para <strong>el</strong> Distrito Fe<strong>de</strong>ral RCDF (2004).Ros<strong>en</strong>blueth, E y L Esteva (1972), “R<strong>el</strong>iability based for some Mexican co<strong>de</strong>s”, ACI-SP-31, Probabilistic<strong>de</strong>sign of reinforced concrete building, pp. 1-41.Ruiz, S E (2006), “Evaluating seismic r<strong>el</strong>iability of building structures”, Earthquake EngineeringChall<strong>en</strong>ges and Tr<strong>en</strong>ds, Honoring Luis Esteva, Instituto <strong>de</strong> Ing<strong>en</strong>iería, UNAM, pp. 555-574.Ruiz, S E y A Soriano (1997), “Design live loads for office buildings in Mexico and the United States”,ASCE Journal of Structural Engineering, Vol. 123, N o 6, pp. 816-822.Shome, N y C A Corn<strong>el</strong>l (1999), “Probabilistic seismic <strong>de</strong>mand analysis of nonlinear structures”,R<strong>el</strong>iability of Marine Structures Program 1999, Report No. RMS-35, Dept. of Civil Eng., StanfordUniversity.Terán-Gilmore, A (2001), “Consi<strong>de</strong>raciones d<strong>el</strong> uso <strong>de</strong> <strong>la</strong> <strong>en</strong>ergía plástica <strong>en</strong> <strong>el</strong> diseño sísmico”, Revista<strong>de</strong> Ing<strong>en</strong>iería Sísmica, Vol. 65, pp. 81-1<strong>10</strong>.W<strong>en</strong>, Y K (1995), “Building r<strong>el</strong>iability and co<strong>de</strong> calibration”, Earthquake Spectra, Vol. 11, N o 2, pp 269-296.27
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