As the length of the shear walls increases, local shear deformation leads to increased error
when using classical continuum models for static structural analysis of tall buildings. In this …

In recent years, coupled shear walls have been used more often because they provide a
significant percentage of the total stiffness of a tall building total horizontal bracing system …

This study investigates the static and dynamic structural analysis of symmetrical and
asymmetrical coupled shear walls using the continuous and modified transfer matrix …

A novel 2‐level yielding steel coupling beam (TYSCB) has been developed to enhance the
seismic performance of coupled shear wall systems. The TYSCB consists of a shear …

In this article, two analytical solutions, one semi-analytical solution, and one numerical
solution are proposed to calculate the global critical buckling load of buildings employing a …

Placing stiffening coupling beams at some levels of a coupled shear wall (CSW) structure is
a proper way to enhance the coupling effects and reduce the interstory drifts of the structure …

This paper proposes a simplified analytical model to estimate the seismic response of hybrid
coupled walls (HCW). The model tends to consider the inelastic behavior of steel coupling …

Differential Quadrature Method (DQM) is a powerful method which can be used to solve
numerical problems in the analysis of structural and dynamical systems. In this study the …

This paper developed relations between buckling and vibrational characteristics of coupled
walls systems. The buckling behavior and the vibrational period of coupled shear walls with …

This article introduces a method for statically analyzing tall buildings using a combination of
the continuum method and the transfer matrix method. The approach offers both analytical …