Extensive research has been carried out on the behaviour of infill-frames when laterally loaded. This paper focuses on the analysis of infill-frames using the equivalent strut modelling method. Even though several different strut models are available in the literature, recent studies have shown that it is not possible to apply one strut model to all infill-frame structures. This means that by changing properties of the infill-frame, the geometric properties of struts namely, width, location and number of struts, will also change. A finite element model at a micro level available from the literature has been used to perform a sensitivity analysis on an infill-frame by varying the material properties of the infill. Since the principal stresse...
In order to consider the modified seismic response of framed structures in the presence of masonry i...
The work presented in this paper aimed to evaluate the diagonal strut model for the design of reinfo...
The objective of this paper was to simulate the seismic response of RC infilled frames. In order to ...
Past studies have confirmed that the behaviour of an infill-frame can be remarkably different from t...
Infill panels largely affect the seismic response of framed constructions. The wide variety in their...
The use of macro-modeling approaches based on the concept of the equivalent strut for simulating inf...
The influence of masonry infills on the in-plane behaviour of RC framed structures is a central top...
The presence of infills has substantial effects on the behaviour of frame structural systems, both i...
The influence of masonry infills on framed structures behaviour is a central topic in the seismic de...
This paper addresses the sensitivity of the in-plane and out-of-plane behaviour of reinforced-concre...
Recently the interest of the scientific community in infills in framed structures has increased, rec...
During the last decades, several macro-models have been proposed for the modelling of the infill pan...
A two-dimensional computational model for infill walls is presented. The behavior of an infill wall ...
This paper presents a review of the literature on masonry-infilled frame structures subjected to lat...
In order to consider the modified seismic response of framed structures in the presence of masonry i...
The work presented in this paper aimed to evaluate the diagonal strut model for the design of reinfo...
The objective of this paper was to simulate the seismic response of RC infilled frames. In order to ...
Past studies have confirmed that the behaviour of an infill-frame can be remarkably different from t...
Infill panels largely affect the seismic response of framed constructions. The wide variety in their...
The use of macro-modeling approaches based on the concept of the equivalent strut for simulating inf...
The influence of masonry infills on the in-plane behaviour of RC framed structures is a central top...
The presence of infills has substantial effects on the behaviour of frame structural systems, both i...
The influence of masonry infills on framed structures behaviour is a central topic in the seismic de...
This paper addresses the sensitivity of the in-plane and out-of-plane behaviour of reinforced-concre...
Recently the interest of the scientific community in infills in framed structures has increased, rec...
During the last decades, several macro-models have been proposed for the modelling of the infill pan...
A two-dimensional computational model for infill walls is presented. The behavior of an infill wall ...
This paper presents a review of the literature on masonry-infilled frame structures subjected to lat...
In order to consider the modified seismic response of framed structures in the presence of masonry i...
The work presented in this paper aimed to evaluate the diagonal strut model for the design of reinfo...
The objective of this paper was to simulate the seismic response of RC infilled frames. In order to ...