Graph 7. Hysteretic loops for (a) scheme 1 and (b) scheme 2 specimens by [14,15]

From

Modelling of Reinforced Concrete Beam-column Joint for Cyclic Earthquake Loading

Khalid Abdel Naser Abdel Rahim

American Journal of Civil Engineering and Architecture. 2019, 7(2), 67-114 doi:10.12691/ajcea-7-2-4