Numerical Study of Deconstructable Flush End Plate Composite Joints to Concrete-filled Steel Tubular Columns-Reference-Cited by-同舟云学术

Numerical Study of Deconstructable Flush End Plate Composite Joints to Concrete-filled Steel Tubular Columns

Published:2016-11 Issue: Volume:8 Page:130-143
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Ataei Abdolreza^ORCID,Bradford Mark A.

Funder

Australian Research Council

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference33 articles.

1. Experimental study on the strength and ductility of steel tubular columns filled with steel reinforced concrete;Wang;Engineering Structures,2004

2. Seismic behaviour of a through beam connection between concrete-filled steel tubular columns and reinforced concrete beams;Chen;Engineering Structures,2014

3. Behaviour steel beam to concrete-filled SHS column frames: finite element model and verifications;Han;Engineering Structures,2008

4. Hysteretic behaviour of flush end plate joints to concrete-filled steel tubular columns;Wang;Journal of Constructional Steel Research,2009

5. The effects of partial shear connection in composite flush end plate joints. Part I-experimental study;Loh;Journal of Constructional Steel Research,2006

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