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Earthquake Spectra(2)
11th National Conference on Earthquake Engineering 2018, NCEE 2018: Integrating Science, Engineering, and Policy(1)
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A recurrent-neural-network-based generalized ground-motion model for the Chilean subduction seismic environment
ArticleAbstract: This paper proposes a deep learning-based generalized ground motion model (GGMM) for interface and iPalabras claves:deep learning, Generalized ground motion model, long short-Term memory, Recurrent neural networks, Subduction ground motionsAutores:Fayaz J., Galasso C., Medalla M., Pablo Torres-RodasFuentes:googlescopusAssessment of ground motion amplitude scaling using interpretable Gaussian process regression: Application to steel moment frames
ArticleAbstract: The process of ground motion selection and scaling is an integral part of hazard- and risk-consistenPalabras claves:amplitude scaling, Bayesian non-parametric, Explainability, Gaussian process regression, ground motion scaling, interpretability, Machine learning, scale factors, surrogate models, XAIAutores:Fayaz J., Medalla M., Naeim F., Pablo Torres-RodasFuentes:googlescopusEstudio de los disipadores de energía en el diseño sismoresistente
Bachelor ThesisAbstract: La monografía se divide en cuatro capítulos, el primero generalidades, expone una introducción a losPalabras claves:Diseño Sismoresistente, Disipadores de energía, Energía Sísmica, estructura, Ingeniería estructural, Ingenieria Sismoresistente, Proteccion Sismica, Tesis De Especialista En Analisis Y Diseño De Estructuras De Acero Y De Hormigon ArmadoAutores:Angel Julver Pino Velázquez, Pablo Torres-RodasFuentes:rraaeInfluence of earthquake mechanisms to the seismic response of steel moment frames
Conference ObjectAbstract: Recent studies conducted on Steel Moment Frames (SMFs) highlight the importance of considering the ePalabras claves:EDPs, Floor accelerations, Megathrust earthquakes, Steel moment framesAutores:Fabricio Yépez, Liseth Campos, Pablo Quinde, Pablo Torres-RodasFuentes:scopusStrength resistance factors for seismic design of exposed based plate connections in special steel moment resisting frames
ArticleAbstract: This study presents a critical assessment of the reliability of current base plate connections in stPalabras claves:Exposed column base connections, reliability, SMRFAutores:Fayaz J., Pablo Torres-Rodas, Zareian F.Fuentes:googlescopusSeismic and hydromechanical performance of rammed earth walls under changing environmental conditions
ArticleAbstract: Rammed earth walls are influenced by suction (a function of the water content) which varies dependinPalabras claves:Dynamic performance, Hydromechanical behavior, Rammed Earth walls, suctionAutores:Caicedo B., Fabricio Yépez, Granados J., juan villacreses, Pablo Torres-RodasFuentes:googlescopusSeismic demands in column base connections of steel moment frames
ArticleAbstract: Methods for the seismic design of base connections in steel moment frames are well-developed and rouPalabras claves:Autores:Kanvinde A.M., Pablo Torres-Rodas, Zareian F.Fuentes:googlescopusSeismic performance of steel moment frames considering the effects of column-base hysteretic behavior and gravity framing system
ArticleAbstract: This paper presents a parametric study conducted on five Steel Moment Frames (SMFs) varying in heighPalabras claves:Autores:Bryam Astudillo, Francisco Xavier Flores Solano, Pablo Torres-Rodas, PAÚL SEBASTIÁN POZO OCAMPO, Sebastián P. PozoFuentes:googlescopusSeismic response of steel moment frame considering gravity system and column base flexibility
Conference ObjectAbstract: High ductility and architectural versatility characteristics make Steel Moment Frames (SMF) one of tPalabras claves:Autores:Francisco Xavier Flores Solano, Pablo Torres-Rodas, Zareian F.Fuentes:googlescopusSensitivity of special steel moment frames to the influence of column-base hysteretic behavior including gravity framing system
Conference ObjectAbstract: Special Steel Moment Frames (SMFs) are one of the most common lateral-load resisting systems. HysterPalabras claves:Base Connections, Gravity framing, Probability of Collapse, Steel Moment FrameAutores:Bryam Astudillo, Francisco Xavier Flores Solano, Pablo Torres-Rodas, PAÚL SEBASTIÁN POZO OCAMPO, Sebastián P. PozoFuentes:googlescopus