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23190 Study on Shear Transfer of Ultra-High-Strength Concrete Used for R/C Members : Part-1. Purpose and Arrangement of Document

Time-dependent strains of an axially loaded, structural size, reinforced lightweight concrete column were observed for 1 year to verify a theoretical method

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Shear tests on a single crack in plain concrete subject to cyclic loading are carried out in order to clarify the mechanisms of stress transfer at the

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23192 Study on Shear Transfer of Ultra-High-Strength Concrete Used for R/C Members : Part-3. Consideration of Experimentコンクリートせん

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