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

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书目名称Structural Masonry
编辑Arnold W. Hendry
视频videohttp://file.papertrans.cn/880/879982/879982.mp4
概述Up-to-date research data is reviewed and related to practical design, where relevant, with reference to codes of practice. All chapters revised, several with new material added . All references update
图书封面Titlebook: Structural Masonry;  Arnold W. Hendry Textbook 1998Latest edition Arnold W. Hendry 1998 masonry.stability.walls
描述The 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 masonry materials in compression, shear and flexure, followed by chapters on composite action, accidental damage, reinforced and prestressed masonry, arches and the testing of materials.
出版日期Textbook 1998Latest edition
关键词masonry; stability; walls
版次2
doihttps://doi.org/10.1007/978-1-349-14827-1
copyrightArnold W. Hendry 1998
The information of publication is updating

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Masonry Materials in Compression, structures are primarily stressed in compression, there has naturally been a concentration of interest in the resistance of the material to this type of loading, and many investigations have been carried out with a view to establishing the relationship between available unit types and materials, an
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Compression Failure Theories,or structural design codes, does not provide a detailed insight into the behaviour of masonry. A number of investigators have therefore attempted to derive theories of failure based on the fundamental properties of the component materials. The earliest of these would appear to be due to Haller [1],
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Design Analysis of Unreinforced Masonry Structures, the building, (2) the determination of eccentricity of loading on walls, and (3) the distribution of lateral loads on the walls. Conventionally these problems are resolved in design calculations by rather arbitrary assumptions, but they can be treated more rationally by the methods described in thi
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