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This paper analyzes the structural reliability of unreinforced masonry veneer walls, focusing on the impact of wall tie corrosion on their performance under lateral loads. A probabilistic framework combining finite element analysis and Monte Carlo simulation is developed to evaluate the failure progression and capacity of these walls, considering material variability and corrosion effects. Experimental tests on full-scale veneer wall systems are conducted to gather data for probabilistic characterizations,

Author

Nicholas Viney

Language

EN