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Concentrically braced frames (CBF) represent a very effective structural form against horizontal loading. They provide high lateral resistance at the same time limiting l [...]
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This paper compares experimental measurements with predictions of different rocking models. These comparisons are carried out on the base of recent experimental results o [...]
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In the framework of the research project INERD (two Innovations for Earthquake Resistant Design), a new U-shaped dissipative system was developed. This device is composed [...]
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The purpose of the present contribution is to summarize the results achieved in the frame of the research project MEAKADO funded by the Research Fund for Coal and Steel o [...]
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Concentrically braced frames (CBF) represent a very effective structural form against horizontal loading, providing high lateral resistance at the same time limiting late [...]
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This paper deals with the effective initial stiffness and lateral deformation capacity of recycled aggregate concrete (RAC) columns under seismic loads based on existing [...]
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Design codes for seismic constructions allow the realization of structures able to dissipate energy through cyclic plastic deformations localized in specific zones, selec [...]
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This paper presents an overall summary of a recent research project aiming at the validation of structural solutions using unreinforced load-bearing clay masonry for fami [...]
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In this work innovative hybrid coupled shear walls (HCSW) are considered, their design is discussed, their efficiency and limitations evaluated by means of nonlinear stat [...]
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10.
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Assessment of the overall seismic performances of multi-storey unreinforced masonry structures requires an appropriate characterization of the behaviour of their structur [...]
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