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Comparative analysis of the energy dissipation of steel buildings with concentric and eccentric braces
ArticleAbstract: A comparative study has been done to analyze the behavior of regular steel building structures of 4,Palabras claves:Concentric braces, Dissipated energy, Eccentric braces, Incremental dynamic analysis, non-linear analysis, UpgradedAutores:Juan Carlos Vielma Pérez, Lobo-Q W., Marquez E.d.V.A.Fuentes:scopusAssesment of the behavior factor prescribed by the Ecuadorian Construction Code for steel framed structures
ArticleAbstract: Incremental Dynamic Analysis (IDA) has been applied lately in order to evaluate the maximum lateralPalabras claves:Behavior factor, Collapse margin ratio, Incremental dynamic analysis, Seismic performanceAutores:Juan Carlos Vielma Pérez, M. A. CandoFuentes:scopusCalibration of the response reduction factors used in Ecuador for steel SMRF
ArticleAbstract: Current procedures of analysis and seismic design of structures are conducted considering elastic bePalabras claves:Autores:Juan Carlos Vielma Pérez, Manuel Antonio Cando LoachamínFuentes:googlescopusNon-linear response of reinforced concrete buildings designed for restricted ductility
ArticleAbstract: In the earthquake resistant design of buildings, it is necessary to know a priori the value of the dPalabras claves:Overstrength, pushover analysis, Restricted ductility buildings, Structural ductilityAutores:Barbat A.H., Juan Carlos Vielma Pérez, Oller S.Fuentes:scopusInfluence of P-delta effect on ductility and vulnerability of SMRF steel buildings
ArticleAbstract: Current earthquake-resistant procedures prescribe generic values for the response reductions factorsPalabras claves:Ductility, non-linear analysis, P-Δ effect, Span length, vulnerabilityAutores:Juan Carlos Vielma Pérez, Manuel Antonio Cando LoachamínFuentes:googlescopusMethodology for Building Information Modeling (BIM) Implementation in Structural Engineering Companies (SECs)
ArticleAbstract: Structural engineering companies (SECs) currently have a series of deficiencies that hinder their prPalabras claves:Autores:Carvallo J., Herrera R.F., Juan Carlos Vielma Pérez, Muñoz-La Rivera F.Fuentes:scopusUsing BIM for the assessment of the seismic performance of educational buildings
ArticleAbstract: The progress of the study of seismic vulnerability has allowed the formulation of new assessment metPalabras claves:BIM, FEMA P-58, Fragility curves, non-linear analysis, Performance groups, seismic assessmentAutores:Angulo C., Casadey R., Díaz K., Gutiérrez J.M., Herrera R.F., Juan Carlos Vielma Pérez, Pannillo G., Prado A., Rivera F.M.L.Fuentes:scopusWaste identification in the operation of structural engineering companies (SEC) according to lean management
ArticleAbstract: Although the architecture, engineering and construction (AEC) industry is highly relevant to nationaPalabras claves:Engineering workflows, Lean Management, Structural design problems, Structural engineering companies (SECs)Autores:Gallardo E., Herrera R.F., Juan Carlos Vielma Pérez, Rivera F.M.L.Fuentes:scopusSome Issues in the Seismic Assessment of Shear-Wall Buildings through Code-Compliant Dynamic Analyses
ArticleAbstract: Due to their excellent seismic behavior, shear wall-type concrete buildings are very popular in eartPalabras claves:effectiveness of seismic linear analysis, non-linear dynamic analysis, performance-based design, reinforced-concrete shear wallsAutores:Bravo D.O., Juan Carlos Vielma Pérez, Pais G., Porcu M.C., Quintero J.C.V.Fuentes:scopus