Seismic behavior of composite shear walls incorporating concrete-filled steel and FRP tubes as boundary elements

F Ren, J Chen, G Chen, Y Guo, T Jiang - Engineering structures, 2018 - Elsevier
A new form of a composite shear wall consisting of a reinforced concrete (RC) wall web and
two boundary columns, in the form of square concrete-filled steel tubes (CFST) incorporating …

Experimental and numerical study on largely perforated steel shear plates with rectangular tube–shaped links

H Monsef Ahmadi, MR Sheidaii… - Advances in …, 2020 - journals.sagepub.com
Steel plate shear wall is one of the most effective dissipation systems which are commonly
used in buildings. In order to improve the hysteretic behavior of shear panels, large …

Behavior and design of earthquake-resistant dual-plate composite shear wall systems

S Ramesh - 2013 - search.proquest.com
The dual-plate composite shear wall concept was introduced to reduce the construction time
of tall buildings. A dual-plate composite shear wall is a concrete-filled steel plate assembly …

Seismic performance of coupled steel plate shear wall with slits

J Hao, S Li, W Tian, X Wu - Journal of Constructional Steel Research, 2023 - Elsevier
This study proposes a coupled system of steel plate shear wall with slits (SPSWS), called C-
SPSWS. The mechanical behavior of the C-SPSWS system was investigated, and the …

Cyclic performance of cross restrained steel plate shear walls with transverse braces

JG Yu, XT Feng, B Li, JP Hao - Thin-Walled Structures, 2018 - Elsevier
This paper presents an investigation on the cyclic performance of cross restrained steel
plate shear walls (SPSWs) with transverse braces. Transverse braces connecting to two …

Seismic performance of composite plate shear walls

S Dey, AK Bhowmick - Structures, 2016 - Elsevier
Nonlinear seismic responses of a 4-storey and 6-storey composite plate shear wall (C-PSW)
are studied. A nonlinear finite element model which includes both material and geometric …

Seismic performance of composite shear walls with embedded FCCCs in boundary elements

L Hu, P Feng, H Lin, JQ Yang, H Qiang - Composite Structures, 2021 - Elsevier
A novel composite concrete shear wall with FRP-Confined Concrete Cores (FCCCs)
arranged in the boundary elements is proposed. A series of quasi-static tests are performed …

The wall–frame interaction effect in corrugated steel plate shear walls systems

E Vaziri, M Gholami, M Gorji Azandariani - International Journal of Steel …, 2021 - Springer
The corrugated steel plate shear wall (CSPSW) system is a lateral force-resisting system,
about which many studies have been carried out in recent years. In the present study, the …

Structural performance of steel plate shear walls with trapezoidal corrugations and centrally-placed square perforations

M Bahrebar, MZ Kabir, M Hajsadeghi, T Zirakian… - International Journal of …, 2016 - Springer
Steel plate shear walls (SPSWs) are an efficient lateral force-resisting system, and can be
designed with corrugated and/or perforated infill plates, depending on structural …

Compressive behavior of double-skin composite walls considering local buckling and post-buckling effect

Y Zhao, Z Li, Z Tang, H Ma - Journal of Constructional Steel Research, 2022 - Elsevier
This paper presents axial compressive experiments of double-skin composite walls
(DSCWs) with novel dumbbell-shaped connectors (DSCs) and traditional headed studs. The …