Titlebook: Structural Masonry; Arnold W. Hendry Textbook 1998Latest edition Arnold W. Hendry 1998 masonry.stability.walls

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The Resistance of Masonry Structures to Accidental Damage, impact or bomb blast since the location and magnitude of the load effect resulting from such incidents are unpredictable, and in some cases it would in any case be impracticable to design elements to resist the forces involved. It is necessary, however, to design buildings so that any damage result

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The Strength of Masonry Arch Structures,les of proportion evolved by trial and error. A more scientific approach emerged with the realisation by Poleni and by Hooke that an arch, or segment of a dome, would be stable provided that the flexible cable carrying suspended weights, representing that of the structure, when inverted could be con

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sed, several with new material added . All references updateThe second edition of this book offers the most comprehensive treatment of structural masonry currently available. The contents include consideration of the basic concepts of stability and safety of masonry structures, the strength of mason

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Compression Failure Theories,erive theories of failure based on the fundamental properties of the component materials. The earliest of these would appear to be due to Haller [1], published in 1959. Haller’s formula, however, can give masonry strengths exceeding that of the masonry unit and is thus not generally valid.

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The Strength of Masonry Compression Elements, stiffnesses of the walls and floors, the nature of the joints between them and the distribution of the loads. The calculation of the strength of masonry compression elements is further complicated by the low tensile strength of the material, which may crack under certain loading conditions, leading to variations in effective sectional properties.

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