Nonlinear static analysis of steel frames with semi rigid beam to column connections using cruciform element

Nonlinear static analysis of steel frames with semi rigid beam to column connections using cruciform element

In the steel frames, beam-column connections are traditionally assumed to be rigid or pinned, but in the steel frames, most types of beam-column connections are semi-rigid. Recent studies and some new codes, especially EC3 and EC4, include methods and formulas to estimate the resistance and stiffnes...

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Detalles Bibliográficos
Autores principales: Vahid Reza Afkhami, Mohammad Taher Kamali
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2017
Materias:
semi-rigid connection
cruciform element
nonlinear static analysis
end plate connection
top- seat angles connection
Bridge engineering
TG1-470
Building construction
TH1-9745
Acceso en línea:https://doaj.org/article/99ed7d67ca2d44b79183eaf5cd9b0454
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