Figure 5. Model used by [19] to determine stiffness matrix of girder element with two DOFs

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