During the last decades, several macro-models have been proposed for the modelling of the infill panels' contribution to the lateral strength of frames. Despite all this effort, a robust model, which takes into account the influence of the vertical load, is not yet available. Furthermore, the influence of the very common case of infill walls with openings, such as windows and doors, has been neglected in all the code provisions that have been published so far. In this paper, an updated macro-model, based on the equivalent pin-jointed diagonal compressive strut, is presented. The proposed macro-model is able to represent the stiffening effect of the infill panel with openings by taking into account both the size of the opening and the vertic...
In this paper, two kinds of models are used in order to validate a basic stiffness method for the ma...
It is widely known that the stiffness and strength of frames increases by incorporation of masonry i...
Abstract. This work presents an assessment of the behavior of infilled frames. The feasibility of po...
During the last decades, several macro-models have been proposed for the modelling of the infill pan...
The influence of masonry infills on the in-plane behaviour of RC framed structures is a central top...
A common way to model infill-frame interaction is the use equivalent strut macromodels. In most case...
Recently the interest of the scientific community in infills in framed structures has increased, rec...
During the last years, some experimental efforts were conducted in order to evaluate the in-plane cy...
A two-dimensional computational model for infill walls is presented. The behavior of an infill wall ...
Equivalent strut macro-models are largely employed in research and practice, to reproduce the effect...
The influence of masonry infills on framed structures behaviour is a central topic in the seismic de...
Framed structures are usually infilled with masonry walls. These may cause significant increase in b...
Framed structures are usually infilled with masonry walls. Since the infills included in the frame p...
The presence of infills has substantial effects on the behaviour of frame structural systems, both i...
Unreinforced masonry in fills has long been known to affect the strength and stiffness of frame. Und...
In this paper, two kinds of models are used in order to validate a basic stiffness method for the ma...
It is widely known that the stiffness and strength of frames increases by incorporation of masonry i...
Abstract. This work presents an assessment of the behavior of infilled frames. The feasibility of po...
During the last decades, several macro-models have been proposed for the modelling of the infill pan...
The influence of masonry infills on the in-plane behaviour of RC framed structures is a central top...
A common way to model infill-frame interaction is the use equivalent strut macromodels. In most case...
Recently the interest of the scientific community in infills in framed structures has increased, rec...
During the last years, some experimental efforts were conducted in order to evaluate the in-plane cy...
A two-dimensional computational model for infill walls is presented. The behavior of an infill wall ...
Equivalent strut macro-models are largely employed in research and practice, to reproduce the effect...
The influence of masonry infills on framed structures behaviour is a central topic in the seismic de...
Framed structures are usually infilled with masonry walls. These may cause significant increase in b...
Framed structures are usually infilled with masonry walls. Since the infills included in the frame p...
The presence of infills has substantial effects on the behaviour of frame structural systems, both i...
Unreinforced masonry in fills has long been known to affect the strength and stiffness of frame. Und...
In this paper, two kinds of models are used in order to validate a basic stiffness method for the ma...
It is widely known that the stiffness and strength of frames increases by incorporation of masonry i...
Abstract. This work presents an assessment of the behavior of infilled frames. The feasibility of po...