Seismic performance analysis of corrugated-steel-plate composite shear wall based on corner failure

Q Luo, W Wang, Z Sun, S Xu, B Wang - Journal of Constructional Steel …, 2021 - Elsevier
This study investigates the hysteretic performance of corrugated steel plate composite shear
walls. Six shear walls were designed for experimental research to analyze the failure …

Numerical and analytical study of ultimate capacity of steel plate shear walls with partial plate-column connection (SPSW-PC)

MG Azandariani, AM Rousta, M Mohammadi… - Structures, 2021 - Elsevier
This research endeavor intends to use the numerical and analytical approaches to
investigate the ultimate shear capacity of steel plate shear walls with partial plate-column …

Strip model for steel plate shear walls with beam-connected web plates

Y Ozcelik, PM Clayton - Engineering Structures, 2017 - Elsevier
Steel plate shear walls comprise web plates connected to beams and columns, also referred
to as vertical and horizontal boundary elements, respectively. When loaded laterally, web …

Experimental study of axial compressive load capacity of internally stiffened double steel plate shear wall

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 …

Investigation of performance of steel plate shear walls with partial plate-column connection (SPSW-PC)

MG Azandariani, M Gholhaki, MA Kafi… - Steel and Composite …, 2021 - dbpia.co.kr
This research endeavor intends to use the implicit finite element method to investigate the
structural response of steel shear walls with partial plate-column connection. To this end …

Cyclic performance of concrete-filled double-skin steel tube frames strengthened with beam-only-connected composite steel plate shear walls

Y Hu, J Zhao, D Zhang, Y Li - Journal of Building Engineering, 2020 - Elsevier
The concrete-filled double-skin steel tube (CFDST) frame has been recommended as a
lateral-resisting structural system; however, few investigations have been reported for …

Cyclic tests of fully prefabricated concrete-filled double-skin steel tube/moment-resisting frames with beam-only-connected steel plate shear walls

Y Hu, J Zhao, D Zhang, H Zhang - Thin-Walled Structures, 2020 - Elsevier
This paper proposes a fully prefabricated concrete-filled double-skin steel tube/moment-
resisting frame with beam-only connected steel plate shear walls system. To realize the fully …

Seismic evaluation of steel plate shear wall systems considering soil-structure interaction

M Sarcheshmehpour, M Shabanlou, Z Meghdadi… - Soil Dynamics and …, 2021 - Elsevier
This study investigates the various effects of Soil-Structure Interaction (SSI) on the seismic
behavior of steel frames with Steel Plate Shear Wall (SPSW) lateral resisting systems. Nine …

Expeditious strip model for steel plate shear walls with beam-connected web plates

Y Ozcelik - Journal of Constructional Steel Research, 2021 - Elsevier
Steel plate shear walls (SPSWs) are a robust lateral force-resisting system used in
earthquake-prone regions due to their high lateral strength and stiffness as well as stable …

Effects of Infill Plate's Interconnection and Boundary Element Stiffness on Steel Plate Shear Walls' Seismic Performance

N Paslar, A Farzampour - Materials, 2022 - mdpi.com
Steel plate shear walls (SPSWs) are among the most desirable load-bearing systems, which
have been used wildly in various structures. Recently, designers have tended to SPSWs …