This paper gives a detailed presentation of a generic three-dimensional discrete-finite-
element model that has been constructed for reinforced-concrete frames with masonry infill …

Reinforced concrete frames with unreinforced masonry infill walls represent a widely
adopted building system. During seismic events, infill walls, usually considered as non …

This paper presents a state-of-the-art review of the nonlinear modelling techniques available
today for describing the structural behaviour of masonry infills and their interaction with …

The paper presents results of a finite element (FE) study of several critical geometric
parameters on the out-of-plane behaviour of concrete masonry infills bounded by reinforced …

This paper detailed the development of a numerical model for simulating the nonlinear
behaviour of the concrete masonry infilled RC frames subjected to in-plane lateral loading …

A high percentage of new and existing framed buildings (either in concrete or steel) are built
with unreinforced masonry infilled walls leading to the structural typology known as Infilled …

In this paper, a realistic criterion is proposed to describe the frame-infill separation, in order
to better simulate the complicated behavior of infilled frames under lateral loads. The basic …

Masonry infills, which generally have high stiffness and strength, play a crucial role in lateral
load response of reinforced concrete (RC) frame buildings. Geographically, there is a large …

An inelastic finite element model to simulate the behaviour of reinforced concrete frames
infilled with masonry panels subjected to static load and earthquake excitation has been …

The analytical modelling of infilled frames is a complex issue because these structures
exhibit a highly non-linear inelastic behaviour resulting from the interaction of the masonry …