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A structural design comparison between two reinforced concrete regular 6-level buildings using soil-structure interaction in linear range
ArticleAbstract: Structural engineers commonly design superstructures as fixed at the base and transmit the reactionsPalabras claves:Foundation system, Linear range, Seismic response, soil-structure interactionAutores:Carlos A.R. Romero, Christian F.P. Castro, David P.C. Guerrero, Gabriela E.M. Pérez, José D.M. Alviar, Juan Carlos Vielma Pérez, López L.J.M., Machado N.A.L., Montesinos V.V.M.Fuentes:scopusAn 8-Nodes 3D Hexahedral Finite Element and an 1D 2-Nodes Structural Element for Timoshenko Beams, Both Based on Hermitian Intepolation, in Linear Range
ArticleAbstract: The following article presents the elaboration and results obtained from a 3D finite element, of thePalabras claves:8-node hexahedron, finite element, Hermitian polynomials, Theory of TimoshenkoAutores:Juan Carlos Vielma Pérez, Machado L.J.L., Machado N.A.L., Machado V.V.M.Fuentes:scopusIntensity measure based on a smooth inelastic peak period for a more effective incremental dynamic analysis
ArticleAbstract: The Incremental Dynamic Analysis (IDA) assesses the global collapse capacity of a structure by plottPalabras claves:Elongated period, Incremental dynamic analysis, Intensity measure, Non-linear seismic analysisAutores:Juan Carlos Vielma Pérez, Machado N.A.L., Porcu M.C.Fuentes:scopusRainwater storage in urban environments using green roofs
ArticleAbstract: This article discusses the use of green roofs as rainfall water storage in its soil matrix. The methPalabras claves:Green roofs, hydrographs, Peak flow, Rainwater storage, Routing hydrographs, RunoffAutores:Acevedo R.X.L., Barreto W., Christian Gonzalo Dominguez Gonzalez, Machado L.J.L., Machado N.A.L., Machado V.V.M., María Gabriela Soria Pugo, Méndez N.Fuentes:googlescopus