This study proposes a form of concrete-filled steel tube column with a multiple-chamber round-ended cross-section (M-CFST). Longitudinal and transverse stiffening ribs divide the circular-ended section into different chambers, strengthening the steel ...
Jing Liu +4 more
doaj +1 more source
Parametric Analysis on the Circular CFST Column and RBS Steel Beam Joints. [PDF]
Li R, Yu Y, Samali B, Li C.
europepmc +1 more source
This paper is the first to present the results of a numerical comparison between the performances of two newly developed concrete columns namely: multi-tied spiral transverse reinforced (MTSTR) column and concrete-filled steel tube (CFST) column under ...
Khajehdezfuly, Amin +3 more
core
Mechanical performance of hexagonal multi-cell concrete-filled steel tubular (CFST) stub columns under axial compression [PDF]
Multi-cell concrete-filled steel tubular (CFST) column is a type of composite members developing from conventional CFST columns. Featuring greater cross-sectional dimensions and the use of internal webs to separate inner concrete into smaller isolated ...
Zhang, Yong-Bo +3 more
core
Numerical Study on the Axial Compressive Behavior of Steel-Tube-Confined Concrete-Filled Steel Tubes. [PDF]
Li X, Zhang S, Tao Y, Zhang B.
europepmc +1 more source
Similarity study on lateral impact model of CFST column under high temperature. [PDF]
Wang J, Xiao J, Liu C, Yang Y.
europepmc +1 more source
Influence of connection configuration on the punching resistance of CFST column-RC slab systems under eccentric loading. [PDF]
Ghalla M +5 more
europepmc +1 more source
Author Correction: Advanced predictive machine and deep learning models for round-ended CFST column. [PDF]
Shen F +5 more
europepmc +1 more source
Experimental Study on the Detection of the Existence and Location of Mimicked and Unexpected Interface Debonding Defects in an Existing Rectangular CFST Column with PZT Materials. [PDF]
Liu Q +6 more
europepmc +1 more source
A REVIEW ON COMPARATIVE STUDY AND BEHAVIOR OF CFST COLUMN
openaire +1 more source

