Experimental seismic study on shear walls with fully-connected and beam-only-connected web plates

B Shekastehband, AA Azaraxsh, H Showkati - Journal of Constructional …, 2018 - Elsevier
Typically, in conventional steel plate shear walls (SPSWs), web plates are connected to both
beams and columns; however, steel shear walls connected to beams only (SSW-BOs) with …

Cyclic behavior of low shear-span ratio dovetailed profiled steel–concrete composite shear walls

Z Huang, S Zhang, L Guo - Journal of Building Engineering, 2022 - Elsevier
Dovetailed profiled steel–concrete composite shear wall (DPSCW) is composed of two skins
of dovetailed profiled steel sheeting (DPS) and concrete in between, which is a novel …

Cyclic performance of composite shear walls with boundary elements

N Haghi, S Epackachi, MT Kazemi - Structures, 2020 - Elsevier
In the past three decades, several experiments were conducted to investigate the seismic
behavior of composite plate shear walls (C-PSW) because of their advantages to …

Numerical and theoretical analysis of seismic behaviour of CFDSP composite shear walls

J Li, F Li, C Liu, J Miao - Journal of Building Engineering, 2020 - Elsevier
In the present study, the seismic behaviour of concrete-filled double-steel-plate (CFDSP)
composite shear walls was numerically and theoretically investigated. Finite element (FE) …

Behavior of eccentrically loaded rectangular CFST components for shear walls using double horizontally-corrugated steel plates

X Liao, X Li, SD Zhao, C Yang, DD Yin - Engineering Structures, 2024 - Elsevier
The utilization of corrugated steel plates in concrete filled steel tube (CFST) structures has
shown advantageous performance and considerable economy due to their high out-of-plane …

Experimental and numerical investigations on cyclic performance of L-shaped-CFT column frame-buckling restrained and unrestrained steel plate shear walls with …

A Mohammed, Z Chen, Y Du, WAH Mashrah… - Journal of Building …, 2023 - Elsevier
L-shaped concrete-filled tubes (CFTs) column is adopted in frame-buckling restrained and
unrestrained steel plate shear walls (BRSPSWs and SPSWs) to enhance the lateral …

Seismic performances of the joint between replaceable-coupling beams and composite shear wall

D Xu, B Xiang, X Chong, K Xu, JB Yan… - Journal of Constructional …, 2022 - Elsevier
Double-skin composite shear walls (DSCSW) have been widely used in high-rise buildings.
A novel joint between the replaceable coupling beam (RCB) and the DSCSW (RCB-to …

Hysteretic performance of dovetail profiled steel–concrete composite sandwich shear walls

S Zhang, Z Huang, L Guo - Engineering Structures, 2022 - Elsevier
Dovetail profiled steel–concrete composite sandwich shear wall (DPCW) is a novel
composite member with the potential to serve as a lateral-resisting member in buildings. The …

Buckling behavior of double-skin composite walls: An experimental and modeling study

Y Yang, J Liu, J Fan - Journal of Constructional Steel Research, 2016 - Elsevier
Double-skin composite (DSC) panels can offer high strength and robustness while
improving the convenience of construction, with great potential for application in high rise …

Experimental study and numerical simulation on seismic behavior of double-skin composite wall

L Chen, S Bai, L Zhou, A Zhou - Journal of Constructional Steel Research, 2021 - Elsevier
An innovative double-skin composite wall (DSCW) with L-shaped connectors which can be
quickly assembled and simply constructed was proposed. Taking the boundary column …