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 …

Experimental and numerical study on vertically-placed stiffened corrugated steel plate shear walls

L Feng, H Yang, J Ou - Journal of Constructional Steel Research, 2024 - Elsevier
This paper focuses on the experimental investigation of vertically-placed stiffened
corrugated steel walls (VSCSWs). Quasi-static cyclic tests were conducted on three half …

[HTML][HTML] Experimental and numerical investigations of Frameless CFSCW under combined in-plane shear and axial loads

S Vaze, TY Yang, F Bagatini-Cachuço, X Pan - Thin-Walled Structures, 2024 - Elsevier
This paper presents a comprehensive evaluation of a novel Cold Form Steel Corrugated
Walls (CFSCWs), named Frameless CFSCWs, under combined axial and lateral loads. A …

Determining experimental ductile behavior of composite walls considering second-order effects: A case study for multi-celled CFST walls

SM Zhou, JZ Tong, GS Tong - Structures, 2023 - Elsevier
Steel-concrete composite walls have been widely used as seismic resistant members, and
their ductile behavior under cyclic loads is of great concerns. The ductility factor is a key …

Experimental and numerical studies on cyclic behavior of stiffened corrugated steel plate shear walls with different corrugation orientations

L Feng, H Yang, T Sun, J Ou - Earthquake Engineering & …, 2024 - Wiley Online Library
Corrugated steel plate shear walls (CSPSWs) can be applied to high‐rise building structures
to serve as lateral load‐bearing and energy‐dissipating members. Arranging stiffeners on …

[HTML][HTML] Reliability analysis of mooring chains for floating offshore wind turbines

G Li, T Pan, R Feng, L Zhu - Frontiers in Built Environment, 2024 - frontiersin.org
As offshore wind farms move into deeper waters, around 80 meters, the high costs
necessitate replacing bottom-fixed turbines with floating offshore wind turbines, which …

An integrated material-structural analysis of prestress concrete affected by corrosion of non-prestressed reinforcement

X Sun, F Gong, Y Zhao, B Zeng… - Advances in Structural …, 2024 - journals.sagepub.com
Corrosion-induced concrete cracking is a significant stage of structural deterioration in
prestressed concrete (PC) structures. Most current research predominantly focuses on the …

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 …

Investigating the influences of the geometry and orientation of corrugation in the steel shear walls on the cyclic behavior through the use of finite element analysis

Y Liu, Y Chen, X Chen, S Hossain - Mechanics Based Design of …, 2024 - Taylor & Francis
To dampen the loading sequences in the constructions, using the shear walls is
recommended. Shear walls, which withstand the lateral forces (ie, parallel to the plane of the …