The seismic behavior of the infill masonry infill walls has a significant impact on the global response of reinforced concrete frame structures. One factor influencing its behavior is the existence of openings in the walls, such as doors and windows, which are crucial for the infill seismic performance. Although the numerical simulation of the seismic behavior of RC buildings with infill walls has evolved significantly in recent years in terms of micro- and macro-modelling, most of the existing studies are only related to infill walls without openings. Based on this motivation, four main objectives were defined for this research work: (i) present a simplified modeling approach and its calibration to simulate the seismic behavior of infill w...
It is now widely recognized that the masonry infill frame used in reinforced concrete structures (RC...
The seismic performance of existing non-conforming reinforced concrete (RC) buildings is numerically...
Despite the increasing concern in progressive collapse resistant design and analysis of reinforced c...
The extension of the damages observed after the last major earthquakes shows that the seismic risk m...
Aimed at investigating the effect of openings on the in-plane behaviour of masonry infills in reinfo...
Masonry infill walls are unavoidable parts of any building to create a separation between internal s...
Six 1/2 scaled, single-storey, one-bay frame specimens were tested in this study to investigate the ...
Many researchers have performed a lot of studies of the seismic behavior reinforced concrete (RC) fr...
Infill walls are widely used as partitions worldwide. Field evidence has shown that continuous infil...
Reinforced concrete (RC) frame buildings containing unreinforced masonry infill walls are commonly u...
It is now widely recognized that the masonry infill frame used in reinforced concrete structures (R...
Reinforced concrete frames, infilled with brick/concrete block masonry, are the most common type of ...
This article presents the experimental results of a study on reinforced-concrete frames infilled wit...
It has been broadly shown that presence of infill panels as closing elements of R/C frame buildings ...
Despite extensive research studies, the seismic response of infilled reinforced concrete buildings r...
It is now widely recognized that the masonry infill frame used in reinforced concrete structures (RC...
The seismic performance of existing non-conforming reinforced concrete (RC) buildings is numerically...
Despite the increasing concern in progressive collapse resistant design and analysis of reinforced c...
The extension of the damages observed after the last major earthquakes shows that the seismic risk m...
Aimed at investigating the effect of openings on the in-plane behaviour of masonry infills in reinfo...
Masonry infill walls are unavoidable parts of any building to create a separation between internal s...
Six 1/2 scaled, single-storey, one-bay frame specimens were tested in this study to investigate the ...
Many researchers have performed a lot of studies of the seismic behavior reinforced concrete (RC) fr...
Infill walls are widely used as partitions worldwide. Field evidence has shown that continuous infil...
Reinforced concrete (RC) frame buildings containing unreinforced masonry infill walls are commonly u...
It is now widely recognized that the masonry infill frame used in reinforced concrete structures (R...
Reinforced concrete frames, infilled with brick/concrete block masonry, are the most common type of ...
This article presents the experimental results of a study on reinforced-concrete frames infilled wit...
It has been broadly shown that presence of infill panels as closing elements of R/C frame buildings ...
Despite extensive research studies, the seismic response of infilled reinforced concrete buildings r...
It is now widely recognized that the masonry infill frame used in reinforced concrete structures (RC...
The seismic performance of existing non-conforming reinforced concrete (RC) buildings is numerically...
Despite the increasing concern in progressive collapse resistant design and analysis of reinforced c...