Analysis of Field-Measured Reversible Deformations in Masonry Cavity Walls

Analysis of Field-Measured Reversible Deformations in Masonry Cavity Walls | DECEMBER 2015
Nick Trovato, BSc, MEng, P.Eng., FEC, FGC(Hon) | Managing Principal

Distress and failure of clay brick masonry facades is often believed to be the result of high compressive stresses arising from excessive vertical differential movement between the clay brick masonry facade and structural backing wall.

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Analysis of Field-Measured Reversible Deformations in Masonry Cavity Walls

Analysis of Field-Measured Reversible Deformations in Masonry Cavity Walls | DECEMBER 2015
Nick Trovato, BSc, MEng, P.Eng., FEC, FGC(Hon) | Managing Principal

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Analysis of Field-Measured Reversible Deformations in Masonry Cavity Walls

Analysis of Field-Measured Reversible Deformations in Masonry Cavity Walls | DECEMBER 2015Nick Trovato, BSc, MEng, P.Eng., FEC, FGC(Hon) | Managing Principal

RJC Ingénierie

Analysis of Field-Measured Reversible Deformations in Masonry Cavity Walls | DECEMBER 2015
Nick Trovato, BSc, MEng, P.Eng., FEC, FGC(Hon) | Managing Principal