2011
DOI: 10.15625/0866-7136/33/1/35
|View full text |Cite
|
Sign up to set email alerts
|

A 6DOF super element for nonlinear analysis of composite frames with partial interaction and semi-rigid connections

Abstract: Abstract. This paper presents a displacement -based finite element formulation for nonlinear analysis of steel -concrete composite planar frames subjected to combined action of gravity and lateral loads. A 6DOF super element is proposed for modelling composite beam, allowing for partial interaction between the steel beam and the concrete slab, semi -rigid nature of beam to column composite connection and material nonlinearity. The load control method and the displacement control method are utilized for tracing… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...

Citation Types

0
0
0

Publication Types

Select...

Relationship

0
0

Authors

Journals

citations
Cited by 0 publications
references
References 6 publications
0
0
0
Order By: Relevance

No citations

Set email alert for when this publication receives citations?