Study of the effect of skewed beam-to-column connections on loss of strength in endplate moment connections

AuthorsMasoud Hoseinzadeh Asl, Mahsa Saeidzadeh
JournalAmirkabir Journal of Civil Engineering
Paper TypeFull Paper
Published At۲۰۱۹
Journal GradeISI
Journal TypeTypographic
Journal CountryIran, Islamic Republic Of

Abstract