Experimental analysis of beam-to-column connection with partially encased concrete column with varying inertia axis
Authors:
- Patricia T. de Souza SpavierPSPatricia T. de Souza Spavier
- Ana Lucia H.C. El DebsADAna Lucia H.C. El Debs
- 19 May 2022
- journal article
- research article
- Published by Elsevier in Journal of Constructional Steel Research
- Vol. 194
Abstract
No abstract availableKeywords
Funding Information
- Conselho Nacional de Desenvolvimento Científico e Tecnológico
This publication has 8 references indexed in Scilit:
- Computational modelling of the moment-rotation relationship for deconstructable flush end plate beam-to-column composite jointsJournal of Constructional Steel Research, 2017
- Experimental study of flush end plate beam-to-column composite joints with precast slabs and deconstructable bolted shear connectorsStructures, 2016
- Composite connections in slim-floor system: An experimental studyJournal of Constructional Steel Research, 2012
- Experimental study on semi-rigid composite joints with steel beams and precast hollowcore slabsJournal of Constructional Steel Research, 2006
- Non-linear analysis of steel–concrete composite frames with full and partial shear connection subjected to seismic loadsJournal of Constructional Steel Research, 2005
- An experimental study of connections between I-beams and concrete filled steel tubular columnsSteel and Composite Structures, 2004
- Composite joints subject to reversal of loading—Part 1: experimental studyJournal of Constructional Steel Research, 2004
- Cyclic performance of a type of steel beam to steel-encased reinforced concrete column moment connectionJournal of Constructional Steel Research, 2002