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Journal of Structural Engineering (United States)(3)
COMPDYN Proceedings(2)
Earthquake Spectra(2)
Engineering Structures(2)
11th National Conference on Earthquake Engineering 2018, NCEE 2018: Integrating Science, Engineering, and Policy(1)
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: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: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: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: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:scopusHysteretic 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: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 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:googlescopusRotational 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:googlescopusStrength characterization of exposed column base plates subjected to axial force and biaxial bending
ArticleAbstract: Exposed Column Base Plate (ECBP) connections are commonly used to connect columns in steel moment frPalabras claves:Biaxial bending, Column base plates, Steel connectionsAutores:Giulietti L., Hassan A.S., Kanvinde A.M., Pablo Torres-RodasFuentes:googlescopus