Figure 9c. Typical meshed Double Square Spring Shear Resistant System (DSSSRS) Specimen

From

Energy Absorption Capacity of Reinforced Concrete Beam-Column Connections, with Ductility Classes Low

Mohammadamin Azimi, Azlan Bin Adnan, Mohd Hanim Osman, Abdul Rahman Bin Mohd Sam, Iman Faridmehr, Reza Hodjati

American Journal of Civil Engineering and Architecture. 2014, 2(1), 42-52 doi:10.12691/ajcea-2-1-5