Abstract
For concrete perforated brick wall has drying shrinkage cracks during the construction and use which is the prevalent phenomenon, combined with structural reliability theory, used of the basic theory of linear elastic fracture mechanics, when block wall construction was in the production of drying shrinkage cracks the reliability of crack resistance were analyzed and calculated which is a useful complement that reliability analysis and a useful level adjustment of reliability in the "code for design of masonry structures".
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