Overall flexural-shear buckling strength design of built-up radially battened columns
HJ Sun, CB Wen, YG Hou, YL Guo, WH Bai - Journal of Building …, 2023 - Elsevier
The built-up radially battened columns (RBCs) have a promising prospect in public building
engineering due to their aesthetical form and good load-bearing capacity. However, their …
engineering due to their aesthetical form and good load-bearing capacity. However, their …
[HTML][HTML] Equivalent geometrical imperfections for local and global interaction buckling of welded square box section columns
The demand for welded box-sections is increasing in the construction industry due to their
easy fabrication and limited stability issues compared to other open sections. The …
easy fabrication and limited stability issues compared to other open sections. The …
[HTML][HTML] Stability of hot-finished and cold-formed steel hollow section columns: A comparative study
X Meng, S Whitfield, S Boudjabeur, L Gardner - Structures, 2024 - Elsevier
A comparative study into the buckling behaviour of hot-finished and cold-formed steel hollow
section members subjected to axial compression is presented in this paper. The main …
section members subjected to axial compression is presented in this paper. The main …
[HTML][HTML] Equivalent geometrical imperfections for local and global interactive buckling of welded rectangular box-section columns
In recent years, the construction industry has witnessed a growing preference for welded
box-sections due to their ease of fabrication and improved stability characteristics …
box-sections due to their ease of fabrication and improved stability characteristics …
[HTML][HTML] Equivalent geometric imperfection for interaction buckling of welded box-section columns-Stochastic analysis
The current paper investigates recently developed GMNIA-based equivalent global and
local imperfections to be applicable in the FEM-based design of welded box-section …
local imperfections to be applicable in the FEM-based design of welded box-section …
Enhanced buckling reduction factors using amplified imperfections for existing steel structures
The topic of the paper is the buckling analysis of existing structures having enlarged
imperfections, which might reduce the buckling capacity during the reuse of steel structures …
imperfections, which might reduce the buckling capacity during the reuse of steel structures …
[HTML][HTML] Improved buckling reduction factors for existing steel columns accounting for different imperfections
The presented research aims to develop global and local buckling reduction factors that
account for the impact of amplified geometrical imperfections and the variability of residual …
account for the impact of amplified geometrical imperfections and the variability of residual …
Seismic performance of end plate connection joint between I-beam and square steel tube column reinforced by casing tube
B Huang, X Qiu, K Yuan, Y Pan, X Hu - Journal of Constructional Steel …, 2025 - Elsevier
In this paper, the end plate connection joint between the I-beam and square steel tube
column reinforced by the casing tube was designed. The failure mode, energy dissipation …
column reinforced by the casing tube was designed. The failure mode, energy dissipation …
Imperfections for Local and Global Interaction Buckling of Welded Square High-strength Steel Box-section Columns
The interaction behavior between local and global buckling modes in high-strength steel
box-section columns has received limited research attention. Currently, there is a lack of a …
box-section columns has received limited research attention. Currently, there is a lack of a …
Numerical Simulation and Experimental Study of Cold and Hot Composite Forming of Sharp-Edged High-Strength Steel Sections
W Yao, C Wu, J Han - Materials, 2023 - mdpi.com
This paper describes the use of cold and hot composite forming technology to produce
pointed curtain wall profiles. An electromagnetic–temperature coupling model was …
pointed curtain wall profiles. An electromagnetic–temperature coupling model was …