Figure 4. Membership functions for shear span to depth ratio (a/d)

From

Prediction of Ultimate Shear Capacity of Reinforced Normal and High Strength Concrete Beams Without Stirrups Using Fuzzy Logic

Abdulkhaliq Abdulyimah Jaafer

American Journal of Civil Engineering and Architecture. 2013, 1(4), 75-81 doi:10.12691/ajcea-1-4-2