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Table 3 Ω values of the existing and proposed models for specimens.

From: An Accurate Numerical Model Simulating Hysteretic Behavior of Reinforced Concrete Columns Irrespective of Types of Loading Protocols

Set

Specimens

Ω (exiting model) (1)

Ω (proposed model) (2)

(2)/(1)

1

S1

2792

2806

1.01

S2

2928

2202

0.75

2

T1

382

393

1.03

T2

1025

672

0.66

T3

728

386

0.53

T4

1500

223

0.15

T5

581

575

0.99

T6

1098

287

0.26

3

N1

104,467

104,459

1.00

N2

49,480

42,664

0.86

N3

105,279

104,266

0.99

N4

133,116

101,100

0.76

N5

119,043

84,858

0.71

4

P1

349

349

1.00

P2

321

318

0.99

P3

286

283

0.99

P4

243

240

0.99