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This article presents a new strut method for analyzing confined masonry (CM) structures with openings, addressing the inadequacies of existing analytical methods. The study validates layered shell models against test results and proposes strut models that account for various opening ratios, demonstrating that confinement significantly enhances wall stiffness. The findings highlight the importance of proper design in CM construction, especially in seismically active regions.

Author
36Putu Eka Prasetya
Language
EN

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