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Shear Capacity of Confined Masonry Walls by Jalal Ke is a document available to read on EtoBox.
This document discusses a proposed analytical approach to predict the shear capacity of confined masonry walls subjected to cyclic lateral loading. The approach models the total shear capacity as the sum of the shear capacity of the masonry panel and the shear supported by reinforced concrete confinements. The approach is validated using experimental test results on two confined clay brick walls under different gravity loads and cyclic lateral loads. Data from other published studies on confined masonry wal
- Author
- Jalal Ke
- Language
- EN