Figure 47. Maximum Force-Bar (Fx) during stage 1 and stage 2 of cyclic earthquake loading (upward and downward loads).

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