Theoretical analysis on shearing strength of top story exterior joints in R.C.Frame structure with special-shaped columns
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Abstract
The paper examines shearing characteristic and mechanism of top story exterior joints in R.C.frame structure with special-shaped columns.By using the theory of softened strut-tie,the formulas for shearing strength of top story exterior joints in R.C.frame structure with special-shaped columns are derived.And the calculating value has been compared with the test results.
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