Use of analytical lateral-axial strain relation in FE analysis of axially loaded rectangular CFST columns-Reference-Cited by-同舟云学术

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Use of analytical lateral-axial strain relation in FE analysis of axially loaded rectangular CFST columns

Published:2018-07 Issue: Volume:166 Page:142-151
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ouyang Y.,Kwan A.K.H.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference29 articles.

1. Concrete-filled tubular steel columns under eccentric loading;Neogi;Struct Eng,1969

2. Strength of concrete filled steel columns;Knowles;J Struct Div ASCE,1969

3. Uniaxial stress-strain relationship of concrete confined by various shaped steel tubes;Susantha;Eng Struct,2001

4. Behavior of centrally loaded concrete-filled steel-tube short columns;Sakino;J Struct Eng ASCE,2004

5. Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC);Han;J Constr Steel Res,2005

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1. Static performance of steel slag concrete filled steel square hollow section members;Journal of Constructional Steel Research;2023-06

2. Improvement of MTSTR Column Performance under Eccentric Loads;Journal of Earthquake Engineering;2021-04-30

3. Axial compressive behaviour of Concrete Filled Steel Tubular Column;IOP Conference Series: Materials Science and Engineering;2021-04-01

4. Preliminary Design and Cross-Sectional Form Study of Closed-Type Concrete-Filled Steel Tube Support for Traffic Tunnel;Symmetry;2020-08-17

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