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

Steel–concrete composite shear walls are common structures that resist lateral forces and
are typically damaged at the corners under seismic loading. In this study, novel corner …

This paper developed the T-shaped steel-concrete-steel sandwich composite (TSCSSC)
walls using enhanced C-channels, and investigated their seismic behaviors through three …

The double-skin composite walls (DSCWs) are attractive as the main seismic element in
structures. The interaction between concrete and steel provides DSCWs with superior …

This paper evaluates the applicability of several concrete models to simulate the behavior of
concrete elements under monotonic and cyclic loadings. Several robust constitutive models …

Nowadays, many high-rise buildings are constructed from concrete-filled steel tubular
(CFST) columns and concrete-filled steel plate (CFSP) shear walls due to their superior …

Steel‐plate composite (SC) walls can be connected to a concrete basemat using a base
plate and a set of anchors eccentric to the wall. The base plate can be separated into two …

A predictive equation is proposed for the axial-flexural strength of rectangular and flanged
Composite Plate Shear Walls-Concrete Filled (C-PSW/CF), with and without endplates and …

Partially encased composite (PEC) members are novel composite members that efficiently
exploit the advantages of mechanical properties of concrete and steel. However, the …

A new macro model is developed in the OpenSees environment to analyze SC shear walls
efficiently. The proposed modeling technique benefits from higher accuracy in predicting the …