Equivalent Viscous Damping Ratio Model for Flexure Critical Reinforced Concrete Columns

Figure 3

Comparison of hysteretic loops between the test and that predicted by (6). (a) Gill et al. (No. 1). (b) Tanaka and Park (No. 2). (c) Saatcioglu and Ozcebe (U4). (d) Soesianawati et al. (No. 3). (e) Watson and Park (No. 9). (f) Ohno and Nishioka (L3).

(a)

(b)

(c)

(d)

(e)

(f)