Research Article

Seismic Performance of RC Beam-Column Connections with Continuous Rectangular Spiral Transverse Reinforcements for Low Ductility Classes

Figure 7

Definition of reinforcement bars with “Link180 Element” in ANSYS (a) DCL-CONVEN, (b) DCL-SINGLE, and (c) DCL-DOUBLE.
802605.fig.007a
(a)
802605.fig.007b
(b)
802605.fig.007c
(c)