Figure 3. Membership functions for depth of beam (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