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1.
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Unreinforced masonry non-structural infills in RC structures are widely used in many countries. However, they are often designed with simplified methods which do not cons [...]
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2.
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Poor performance of reinforced concrete infilled frame buildings observed in recent post-earthquake reconnaissance may underline a deficiency in our knowledge on the seis [...]
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3.
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Within the European FP7 Project "INSYSME", the research unit of the University of Pavia has conceived a new seismic resistant masonry infill system with sliding joints, w [...]
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4.
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Within the European FP7 Project “INSYSME”, the research unit of the University of Pavia has conceived a new seismic resistant clay masonry infill system with the purp [...]
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5.
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Given the significant influence that masonry infill typologies constructed in full contact with adjacent structural elements may have on the seismic response of RC struct [...]
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6.
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The application of parametric linear and nonlinear analyses on regular structural configurations of masonry buildings has showed how the procedures of seismic safety chec [...]
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7.
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A coordinated research, sponsored under the European ESECMaSE project, gave the occasion to gain additional useful information on the cyclic behaviour of masonry structur [...]
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