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A STRENGTH CRITERION FOR THE FLEXURAL BEHAVIOUR OF SPANDRELS IN UNREINFORCED MASONRY WALLS | Semantic Scholar
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PDF) Prove quasi-statiche su una parete forata in muratura in scala reale con e senza materiali compositi a matrice inorganica
Infrastructures | Free Full-Text | Sensitivity Assessment of the Seismic Response of a Masonry Palace via Non-Linear Static Analysis: A Case Study in L'Aquila (Italy)
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