Optimum joint detail for a general cold-formed steel portal frame


Autoria(s): Lim, James
Data(s)

01/09/2012

Resumo

In the design of cold-formed steel portal frames it is essential that joint flexibility is taken into account in frame analysis. This paper describes optimisation of the joint detail of a cold-formed steel portal frame, conducted concurrently with frame analysis. It is one of the outputs of an Industrial CASE award on the design of cold-formed steel portal frames, which is being used to support a KTP application.

Identificador

http://pure.qub.ac.uk/portal/en/publications/optimum-joint-detail-for-a-general-coldformed-steel-portal-frame(60287eb4-fd7d-4e38-bd8d-cceff68ceba3).html

http://www.scopus.com/inward/record.url?scp=84866933274&partnerID=8YFLogxK

Idioma(s)

eng

Direitos

info:eu-repo/semantics/restrictedAccess

Fonte

Lim , J 2012 , ' Optimum joint detail for a general cold-formed steel portal frame ' Advances in Structural Engineering , vol in press , no. 9 , pp. 1623-1640 .

Palavras-Chave #/dk/atira/pure/subjectarea/asjc/2200/2205 #Civil and Structural Engineering #/dk/atira/pure/subjectarea/asjc/2200/2215 #Building and Construction
Tipo

article