Please use this identifier to cite or link to this item:
Title: Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading
Authors: Silva, L. Simões da 
Simões, Rui D. 
Cruz, Paulo J. S. 
Keywords: Composite joints; Component method; Experimental; Strength; Stiffness; Ductility
Issue Date: 2001
Citation: Engineering Structures. 23:11 (2001) 1383-1409
Abstract: An experimental research program on end-plate beam-to-column composite joints under monotonical loading is presented. The major focus relates to the identification of the contribution of the concrete confinement in composite columns to the behaviour of the joint, coupled with a thorough assessment of the various loading possibilities, ranging from symmetric and anti-symmetric loading on internal nodes to external nodes under hogging and sagging moments, typical in seismic regions. Comparison with current methodologies in the analysis of composite joints is also presented.
Rights: openAccess
Appears in Collections:FCTUC Eng.Civil - Artigos em Revistas Internacionais

Files in This Item:
File Description SizeFormat
Experimental behaviour of end-plate beam-to-column.pdf762.16 kBAdobe PDFView/Open
Show full item record

Page view(s)

checked on Jul 21, 2021

Download(s) 20

checked on Jul 21, 2021

Google ScholarTM


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.