Experimental study on axial compressive behavior of concrete-filled corrugated steel tubular columns

JZ Tong, JM Zhang, CQ Yu, RM Wu, GS Tong… - Engineering …, 2024 - Elsevier
Concrete-filled corrugated steel tubular (CFCST) column is a novel type of steel-concrete
composite column, comprising four corrugated steel plates, four square-section steel bars at …

Numerical analysis on global stability performance of fold-fastened multi-cellular steel walls

X Yang, JZ Tong, CQ Yu, SJ Duan, GS Tong… - Journal of Building …, 2024 - Elsevier
As a novel cold-formed steel (CFS) built-up closed member, the global stability performance
of fold-fastened multi-cellular steel wall (FMSW) under axial compression was numerically …

Sectional strength design of l-shaped irregularly concrete-filled steel tube column under axial compression and any directional moment

WH Liu, YL Guo, ZH Tian, YZ Liu, YG Hou, JY Li - Structures, 2024 - Elsevier
Authors' previous research proposed a new kind of L-shaped irregularly concrete-filled steel
tube column (L-ICFSTC) and conducted the experimental and numerical investigation into it …

Axial compressive stability design of longitudinal asymmetrical shuttle-shaped columns

XY Zhao, YL Guo, CB Wen - Journal of Building Engineering, 2024 - Elsevier
Longitudinal asymmetrical shuttle-shaped column (LA-SSC) has found its wide application
when subjected to combined axial compression and horizontal point load in practical …

Bending-bearing capacity design of transformed triangular corrugated plates with top stringers

Y Hou, C Wen, Y Guo, H Sun - Thin-Walled Structures, 2024 - Elsevier
This study investigates the bending-bearing capacity and design method of Transformed
Triangular Corrugated Steel Plates (TT-CSPs) with top stringers adopted in trestles …

Shear-bearing capacity prediction of concrete-infilled double steel corrugated-plate shear walls

CB Wen, BL Zhu, YG Hou, YL Guo - Structures, 2024 - Elsevier
The concrete-infilled double steel corrugated-plate shear wall (CDSCW), consisting of two
corrugated plates, infilled concrete, and two boundary elements, is a highly efficient force …

Out-of-plane interactive behavior and design of novel T-hooked buckling-restrained steel plate shear walls

LQ Wang, HS Wang, J Hou, JZ Tong, RM Wu, QH Li… - Structures, 2024 - Elsevier
To eliminate the use of a large number of connecting bolts for the cover panels in
conventional buckling-restrained steel plate shear walls (BRSPSWs), T-hooked BRSPSW …

Global stability design of concrete-filled corrugated steel tubular columns

YD Li, CQ Yu, HC Zhu, JZ Tong, GS Tong, ZB Xiao - Structures, 2024 - Elsevier
In recent years, various types of concrete-filled steel tubular (CFST) columns were proposed
and they have been widely used in engineering practice. Considering the great confinement …

Load-bearing capacity prediction of the orthogonal double corrugated SPSW under combined compression and shear load

BL Zhu, CB Wen, YL Guo - Structures, 2024 - Elsevier
The orthogonal double corrugated steel plate shear wall (ODC-SPSW) is composed of two
corrugated steel plates placed orthogonally and connected by high-strength bolts at the …

Punching shear tests and design of UHTCC-enhanced RC slab-column joints with shear reinforcements

ZX Yu, GS Tong, JZ Tong, XN Huang… - Magazine of Concrete …, 2024 - icevirtuallibrary.com
Reinforced concrete (RC) flat slab structure may suffer progressive collapse, which is
usually caused by the punching shear failure of slab-column joints. Existing research has …