Testing and analysis of axially loaded normal-strength recycled aggregate concrete filled steel tubular stub columns

Y Wang, J Chen, Y Geng - Engineering Structures, 2015 - Elsevier
Thirty-nine stub columns were tested to failure to investigate the compressive behaviour of
normal-strength recycled aggregate concrete filled steel tubular (RACFST) stub columns …

Analytical behavior of CFDST stub columns with external stainless steel tubes under axial compression

F Wang, L Han, W Li - Thin-Walled Structures, 2018 - Elsevier
Concrete-filled double skin steel tubular (CFDST) stub columns with external stainless steel
and internal carbon steel tubes can be considered as new types of composite members and …

Performance of composite frame consisting of steel beams and concrete filled tubes under fire loading

M Shariati, M Grayeli, A Shariati… - Steel and Composite …, 2020 - dbpia.co.kr
In recent years, the composite columns have been widely used in the structures. These
columns are mainly used to construct the structures with a large span and high floor height …

[图书][B] Concrete-filled tubular members and connections

XL Zhao, LH Han, H Lu - 2010 - taylorfrancis.com
Using steel and concrete together utilizes the beneficial material properties of both
elements. Concrete filled steel tubes represent a good example of a concrete-steel …

Behavior of normal-strength recycled aggregate concrete filled steel tubes under combined loading

J Chen, Y Wang, CW Roeder, J Ma - Engineering Structures, 2017 - Elsevier
The use of recycled aggregate concrete (RAC) for the fill in concrete filled steel tube (CFST)
members (RACFST members) is proposed as a practical structural application. An …

Behaviour of composite joints with concrete encased CFST columns under cyclic loading: Experiments

FY Liao, LH Han, Z Tao - Engineering Structures, 2014 - Elsevier
Concrete-encased concrete filled steel tube (CFST) columns have been applied in some
real structures in recent years, where they were connected with reinforced concrete (RC) …

CFDST stub columns subjected to large deformation axial loading

XL Zhao, LW Tong, XY Wang - Engineering Structures, 2010 - Elsevier
This paper reports a series of tests on CFDST (concrete-filled double skin tube) stub
columns subjected to large deformation axial loading. Both the outer and inner tubes are …

Experimental study of flush end plate beam-to-CFST column composite joints with deconstructable bolted shear connectors

A Ataei, MA Bradford, HR Valipour - Engineering structures, 2015 - Elsevier
This paper presents the results of static tests conducted on four full-scale flush end plate
semi-rigid beam-to-column joints in a novel deconstructable and sustainable structural …

Structural behaviour of stainless steel beam-to-tubular column joints

M Elflah, M Theofanous, S Dirar, H Yuan - Engineering Structures, 2019 - Elsevier
This paper complements previous research conducted by the authors on stainless steel
bolted joints and reports the first systematic study on the structural behaviour of stainless …

[HTML][HTML] Behaviour and design of coupled steel-concrete composite wall-frame structures

Y Wang, B Uy, D Li, HT Thai, J Mo, M Khan - Journal of Constructional …, 2023 - Elsevier
This paper explores the lateral load-carrying behaviour of coupled steel-concrete composite
(SCC) wall-frame structures, which comprise concrete-filled steel tubular (CFST) columns …