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A hysteretic model for the rotational response of embedded column base connections
ArticleAbstract: Embedded Column Base (ECB) connections are commonly used in mid- and high-rise steel moment frames,Palabras claves:Embedded base connections, Steel connections, Steel moment framesAutores:Kanvinde A.M., Pablo Torres-Rodas, Zareian F.Fuentes:googlescopusA 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:googlescopusAdvances in computational and analytical models for column base connections
Conference ObjectAbstract: Column Base Connections (CBCs) are one of the most important components of Steel Moment Frames (SMFsPalabras claves:Analytical models, Base plates, Numerical models, Steel moment framesAutores:Pablo Torres-RodasFuentes:googlescopusCyclic behavior and design methodology of exposed base plates with extended anchor bolts
ArticleAbstract: This paper investigates the behavior of a ductile detail of exposed base plates. This detail consistPalabras claves:Column base connection, Exposed base plate, Extended anchor boltsAutores:Lopez-Garcia D., Medalla M., Pablo Torres-Rodas, Zareian F.Fuentes:googlescopusEffect of Base-Connection Strength and Ductility on the Seismic Performance of Steel Moment-Resisting Frames
ArticleAbstract: Column-base connections in steel moment-resisting frames (SMFs) in seismic regions are commonly desiPalabras claves:Column-base connections, Seismic response, Steel moment-resisting frames (SMFs)Autores:Falborski T., Kanvinde A.M., Pablo Torres-Rodas, Zareian F.Fuentes:googlescopusHysteretic Model for Exposed Column-Base Connections
ArticleAbstract: A hysteretic model formulation is presented for simulation of the cyclic moment-rotation response ofPalabras claves:Column bases, Metal and composite structures, Moment frames, Steel connectionsAutores:Kanvinde A.M., Pablo Torres-Rodas, Zareian F.Fuentes:googlescopusInfluence 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:scopusRotational stiffness of deeply embedded column-base connections
ArticleAbstract: Deeply embedded column-base (DECB) connections comprise a steel column embedded into a concrete footPalabras claves:Embedded column bases, Metal and composite structures, Moment frames, Steel connectionsAutores:Kanvinde A.M., Pablo Torres-Rodas, Zareian F.Fuentes:googlescopusNonlinear finite element models for embedded base connections
Conference ObjectAbstract: Column base connections are one of the most critical components in Steel Moment Frames (SMFs) sincePalabras claves:Column base connections, Embedded base connections, finite element modelsAutores:Nicolas Mora-Bowen, Pablo Torres-RodasFuentes:scopus