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Effect 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: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