Hassan Zhang, Farida Siddiqui, Farida Das, Ashraf Liu
Open Access Journal of Engineering Applications · doi:10.55555/oajea.1984.0802.039
The present work is motivated by persistent design problems associated with brick masonry wall strength in municipal water supply. In this study limit-state analysis is employed to investigate the problem under a range of representative conditions. Agreement between theory and experiment is generally good, with discrepancies not exceeding 57%. The outcome supports the continued use of the simplified procedures with only minor modifications.
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