While masonry materials and systems appear static, they undergo volume changes and movement. Both thermal and moisture changes and structural forces (e. g. building settlement and creep) lead to movement. In the paper the masonry movement joints and the standards recommendations about these joints are described.
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IdenticaI distributions of a subrange and a corresponding order statistic, as well as related moment equations, are known to be characteristic properties of exponentiaI distributions. Results for ordinary order statistics and record values are particular cases of characterization theorems based on subranges of generalized order statistics.
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