Abstract :
In 2017, the first Iranian guideline for strengthbased seismic design of nonstructural masonry walls, Code 729, published by The Plan and Budget Organization of Iran. Code 729 uses strengthbased procedure and the yieldline theory to design unreinforced and reinforced nonstructural masonry walls with or without openings. In this paper, first a brief overview of Code 729 is presented and then using a comprehensive experimental database of 72 fullscale masonry walls, accuracy of the code is demonstrated. It is seen that Code 729 can estimate outofplane capacity of different masonry walls with good accuracy. According to the results, average, median, and median plus one standard deviation of errors of the Code 729 in estimating outofplane capacity of masonry walls, respectively, are 20%, 18%, and 33.2% and with a probability of 85% the error would be less than 34%. Considering the complicated twoway orthotropic behaviour of nonstructural masonry walls and their highly uncertain properties, such level of error is deemed to be acceptable for practical applications. In addition to experimental results, Finite Element simulations are also carried out in this study to shed more light on outofplane behaviour of walls with different opening details.
