Whilst currently existing modeling approaches of reinforced concrete (RC) behavior allow a
reasonably accurate prediction of flexural response, the determination of its shear …

A hysteretic stress–strain model is developed for unconfined concrete with the intention of
providing efficient modelling for the structural behaviour of concrete in seismic regions. The …

Constitutive formulations are presented for concrete subjected to reversed cyclic loading
consistent with a compression field approach. The proposed models are intended to provide …

Results from two large-scale flanged shear walls tested under static cyclic displacements
are presented. The objectives of the tests were to provide insight into the behavior of shear …

Reinforced concrete walls with a ratio of height to length of less than two are important
structural components in many commercial buildings and nearly all safety-related nuclear …

A finite-element modeling approach has been used in this study to predict the nonlinear
behavior and failure patterns of rectangular reinforced concrete structural walls. Efficiency of …

The finite-element method for simulating the nonlinear behavior of reinforced concrete
structures has progressed to the point where it is close to being a practical everyday tool for …

While currently existing modelling approaches of reinforced concrete (RC) behaviour allow
a reasonably accurate prediction of flexural response, the determination of its shear …

This research investigates the plastic hinge length in lightly reinforced rectangular walls
typically found in regions of low-to-moderate seismicity. Poor performance has been …

This paper focuses on the performance evaluation of several concrete models in reinforced
concrete (RC) structures subjected to seismic loading. Despite many studies conducted on …