W Zhang, M Mahdavian, Y Li, C Yu - Journal of Structural …, 2017 - ascelibrary.org
The paper presents experimental and numerical investigation of cold-formed steel (CFS)– framed walls sheathed with corrugated steel sheets. The new wall technology is considered …
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 …
NKA Attari, S Alizadeh, S Hadidi - Journal of Constructional Steel Research, 2016 - Elsevier
In this study six Cold-Formed Steel shear wall (CFS) with one and two side steel sheeting are tested under reversed cyclic loading. Besides, thirteen numerical models are simulated …
ZQ Jiang, AL Zhang, L Su, JJ Wang, H Zhang - Journal of Constructional …, 2024 - Elsevier
To enhance the compressive performance of steel plate shear walls, this paper proposed a new type internally stiffened double steel plate shear wall (ISD-SPSW), incorporating two …
MM Ali, SA Osman, OA Husam… - Steel and Composite …, 2018 - dbpia.co.kr
This paper presents the development of finite element (FE) models to simulate the behavior of diagonally stiffened steel plate shear wall systems (SPSWs) with differently shaped …
XT Wang, CD Xie - International Journal of Steel Structures, 2019 - Springer
Steel plate shear wall (SPSW) systems have been used increasingly in medium-and high- rise buildings in recent decades. Two major issues in the slender-web SPSW are the …
Observations of past earthquakes as well as numerical and experimental studies have confirmed the acceptable performance of Steel Plate Shear Walls (SPSW). Although the …
CB Wen, YL Guo, JQ Zuo, HJ Sun - Journal of Building Engineering, 2023 - Elsevier
Engineering practice has demonstrated that a trapezoidally corrugated steel plate shear wall (TCSPSW) with vertical boundary elements (VBEs) offers an effective solution for resisting …
W Zhang, M Mahdavian, C Yu - Journal of Constructional Steel Research, 2018 - Elsevier
Recent research showed that shear walls with corrugated steel sheathing demonstrated high strength, high initial stiffness but low ductility under cyclic loading and thus were not …