The behavior of double-skinned composite walls (DSCWs), with or without infill materials,
has been extensively investigated during the past few decades through analytical …

Abstract Double-Skin-Composite-Walls (DSCWs) are an innovative step towards enhancing
strength and ductility while reducing construction time over Reinforced Cement Concrete …

Planar composite plate shear walls/concrete filled (C-PSW/CF) consist of two steel web
plates and two flange (or closure) plates making up a long hollow box section that is filled …

Twelve low-aspect-ratio reinforced concrete walls were constructed and tested at the
University at Buffalo to develop validated equations for peak shear strength and hysteretic …

This paper summarizes experimental results and discusses the development and
benchmarking of detailed 3D finite element method (FEM) models for large-scale planar …

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) …

This paper presents results of numerical studies on the in-plane monotonic response of steel-
plate concrete (SC) composite shear wall piers. Results of finite element analysis of 98 SC …

This paper proposes modeling recommendations, including constitutive model parameters
for concrete and steel for nonlinear and macroscopic simulation of Composite Plate Shear …

Multi-celled corrugated-plate concrete-filled steel tubular (MC-CFST) member is an
innovative type of composite member in engineering structures, which consists of steel …

This paper investigates the flexural-torsional buckling behaviour about the symmetric axis of
axially loaded concrete-infilled double steel corrugated-plate walls with T-section (T …