Article ID Journal Published Year Pages File Type
6736750 Engineering Structures 2018 13 Pages PDF
Abstract
Based on the results presented in this paper, it is the authors' opinion that the reduced shear capacity should mainly be attributed to the continuous beam test setup rather than the curtailed reinforcement.
Keywords
Related Topics
Physical Sciences and Engineering Earth and Planetary Sciences Geotechnical Engineering and Engineering Geology
Preview
Experimental investigation on the shear capacity of RC beams with curtailed reinforcement
Authors
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