In this part II, companion article, we present the numerical review of continuum damage
mechanics and plasticity in the context of finite element. The numerical advancements in …

The purpose of this work is to investigate solutions for an enhanced multifiber beam element
accounting for shear and torsion. Higher order interpolations functions are used to avoid any …

A continuous damage model and different simplified numerical strategies are proposed to
simulate the behaviour of reinforced concrete (R/C) walls subjected to earthquake ground …

The structural behavior at the interface between two surfaces of ductile, brittle or quasi-brittle
materials is studied by a new analytical elastoplastic damaging model. The model is …

A finite element model is developed in LS-DYNA to simulate the in-plane cyclic behavior of
lightly reinforced, low-aspect ratio reinforced concrete (RC) shear walls. Data from tests of …

In this work, we present a new finite element for Timoshenko beam model that enables a
very efficient computation of the ultimate limit load for reinforced concrete frames. The …

In this paper, the behaviour of a squat shear wall is investigated. The study fits into the
experimental programme driven by CEOS. fr on modelling of the behaviour of reinforced …

To date, many researchers have developed various types of macro models to simulate the
general response of conventional steel plate and reinforced concrete shear walls. Although …

A fundamental issue in the framework of seismic probabilistic risk analysis is the choice of
ground motion intensity measures (IMs). Based on the floor response spectrum method, the …

This study investigated the influence of input parameters on the shear strength of RC squat
walls using machine learning (ML) models and finite element method (FEM) analysis. The …