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Table 2 Regression coefficients for demand models given by Eqs. (13)–(15) for Building A.

From: Damage-Based Seismic Performance Evaluation of Reinforced Concrete Frames

 

Model A

Model C

Model E

σ δ DI

0.1602

0.1609

0.2221

μ DI

0.3982

0.3979

0.3885

c 0

−0.4957

−0.4980

−0.3669

c 1

0.3097

0.3464

0.5059

c 2

0.1172

0.1147

 

c 3

0.2605

0.2577

 

c 4

0.0615

  

c 5

−0.0285

 Â