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Column base connections for hollow steel sections: Seismic performance and strength models
ArticleAbstract: The seismic response of exposed hollow steel section columns to base plate connections is examined tPalabras claves:Anchor bolt tension, Column base plates, Metal and composite structures, seismic design, Steel connectionsAutores:Cooke R.J., Higgins J., Higgins P., Juan Carlos Vielma Pérez, Kanvinde A.M.Fuentes:scopusEffect 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: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:googlescopus