Figure 2. Beam-to-column connection performance: (a) ideally flexible, (b) fully-rigid, (c) semi-rigid

From

Structural Performance of Isolated Steel Beam-to-Column Connection

Iman Faridmehr, Mahmood Md. Tahir, Mohd Hanim Osman, Abbas Razavykia

American Journal of Civil Engineering and Architecture. 2018, 6(2), 68-79 doi:10.12691/ajcea-6-2-4