Ultra-high strength circular short CFST columns: Axisymmetric analysis, behaviour and design-Reference-Cited by-同舟云学术

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Ultra-high strength circular short CFST columns: Axisymmetric analysis, behaviour and design

Published:2019-01 Issue: Volume:179 Page:268-283
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Patel V.I.,Hassanein M.F.,Thai Huu-Tai,Al Abadi H.,Elchalakani M.,Bai Y.

Funder

School of Engineering and Mathematical Sciences at La Trobe University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference46 articles.

1. Ultra-high strength concrete filled composite columns for multi-storey building construction;Liew;Adv Struct Eng,2012

2. Design of concrete filled tubular beam-columns with high strength steel and concrete;Liew;Structures,2016

3. Axial performance of short concrete filled steel tubes with high- and ultra-high- strength materials;Xiong;Eng Struct,2017

4. Design of circular thin-walled concrete filled steel tubes;O’Shea;J Struct Eng,2000

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

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