Column base connections for hollow steel sections: Seismic performance and strength models

Article

Abstract: The seismic response of exposed hollow steel section columns to base plate connections is examined t

Palabras claves:

Anchor bolt tension, Column base plates, Metal and composite structures, seismic design, Steel connections

Autores:

Cooke R.J., Higgins J., Higgins P., Juan Carlos Vielma Pérez, Kanvinde A.M.

Fuentes:

scopus