Mostrando 4 resultados de: 4
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Hysteretic 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:googlescopusStrength 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:googlescopus