This report presents the two phases of the SERIES project TA5 EQUALS MAID. The purpose of the first phase is to elaborate a better understanding of the seismic behaviour of masonry walls in dynamic conditions and to investigate the consequences of the use of rubber elements aiming at improving the acoustic performance of buildings. The tested specimens are four simple unreinforced clay masonry walls, two of them including rubber soundproofing devices at the bottom and top of the wall . Results demonstrate a significant rocking behaviour and comparisons between the four specimens provide useful information about the influence of the aspect ratio of the walls and of the presence of rubber devices. The second phase has a double purpose. The f...
The evaluation of seismic vulnerability of existing masonry building is a first fundamental step for...
Abstract: Historic masonry walls have demonstrated high vulnerability and low shear capacity when ex...
The lateral load bearing capacity of masonry walls depends mainly on its slenderness and the applied...
The objective of this master’s thesis is to contribute to two main aspects of experimental tests on ...
peer reviewedThe recent interest of engineers for unreinforced masonry structures has led to improve...
peer reviewedAssessment of the overall seismic performances of multi-storey unreinforced masonry str...
peer reviewedThe paper describes recent experimental shaking table tests carried out on load-bearing...
Abstract. Assessment of the overall seismic performances of multi-storey unreinforced ma-sonry struc...
peer reviewedAccording to the current standards, unreinforced masonry may only be used in regions of...
Unreinforced masonry (URM) is traditionally used in North-Western Europe as load- bearing solution f...
The overall seismic behaviour of reinforced masonry shear walls is studied. An experimental invest...
peer reviewedThis paper compares experimental measurements with predictions of different rocking mod...
The evaluation of the shear behavior of masonry walls is a first fundamental step for the assessment...
peer reviewedThe field of application of unreinforced load-bearing masonry has been widely extended ...
This paper discusses the main results of a full-scale shaking table test campaign carried out under ...
The evaluation of seismic vulnerability of existing masonry building is a first fundamental step for...
Abstract: Historic masonry walls have demonstrated high vulnerability and low shear capacity when ex...
The lateral load bearing capacity of masonry walls depends mainly on its slenderness and the applied...
The objective of this master’s thesis is to contribute to two main aspects of experimental tests on ...
peer reviewedThe recent interest of engineers for unreinforced masonry structures has led to improve...
peer reviewedAssessment of the overall seismic performances of multi-storey unreinforced masonry str...
peer reviewedThe paper describes recent experimental shaking table tests carried out on load-bearing...
Abstract. Assessment of the overall seismic performances of multi-storey unreinforced ma-sonry struc...
peer reviewedAccording to the current standards, unreinforced masonry may only be used in regions of...
Unreinforced masonry (URM) is traditionally used in North-Western Europe as load- bearing solution f...
The overall seismic behaviour of reinforced masonry shear walls is studied. An experimental invest...
peer reviewedThis paper compares experimental measurements with predictions of different rocking mod...
The evaluation of the shear behavior of masonry walls is a first fundamental step for the assessment...
peer reviewedThe field of application of unreinforced load-bearing masonry has been widely extended ...
This paper discusses the main results of a full-scale shaking table test campaign carried out under ...
The evaluation of seismic vulnerability of existing masonry building is a first fundamental step for...
Abstract: Historic masonry walls have demonstrated high vulnerability and low shear capacity when ex...
The lateral load bearing capacity of masonry walls depends mainly on its slenderness and the applied...