Experimental analysis on circular concrete-filled steel tubular beam-columns under unequal load eccentricities-Reference-Cited by-同舟云学术

Experimental analysis on circular concrete-filled steel tubular beam-columns under unequal load eccentricities

Published:2022-05 Issue: Volume:259 Page:114206
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Albero V.,Ibañez C.,Hernández-Figueirido D.,Piquer A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference18 articles.

1. Concrete-filled tubular members and connections;Zhao,2010

2. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members;Han;J Constr Steel Res,2014

3. Concrete-filled steel tube columns-tests compared with Eurocode 4;Goode;Compos Constr Steel Concr VI,2011

4. Leon R, Perea T, Hajjar J, Denavit M. Concrete-filled tubes columns and beam-columns: a database for the AISC 2005 and 2010 specifications, 2011, p. 203–12.

5. Tests on high-strength concrete-filled steel tubular columns;Kilpatrick;ACI Struct J,1999

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