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This document discusses confined masonry structures and their behavior during seismic loading. It describes how unreinforced masonry walls behave when shaken along their length and thickness, potentially developing cracks or collapsing. Confined masonry construction is introduced, which uses reinforced concrete tie columns and beams to confine masonry walls and improve strength, ductility and stiffness over unreinforced masonry. Common failure modes of confined masonry buildings under seismic loads are desc
- Author
- woanumberdar
- Language
- EN