Table 3 Evaluated NPUSAD-SDOF systems with varying parameters.

From: Seismic collapse capacity analysis of degrading SDOF systems with uncoupled negative and positive stiffness mechanism

Model no.

Parameters

μ

αc

θ

γs,c,a

β1

β2

αb

μcollapse

1

Base model

4

 − 0.3

0.07

100

0.1

 − 1

0.6

6.11

2

Ductility capacity

2

 − 0.3

0.07

100

0.1

 − 1

0.6

4.38

3

6

 − 0.3

0.07

100

0.1

 − 1

0.6

7.84

4

Soften stiffness

4

 − 0.5

0.07

100

0.1

 − 1

0.6

5.37

5

4

 − 0.1

0.07

100

0.1

 − 1

0.6

8.59

6

P-Δ effect

4

 − 0.3

0

100

0.1

 − 1

0.6

7.53

7

4

 − 0.3

0.14

100

0.1

 − 1

0.6

5.14

8

Cyclic deterioration

4

 − 0.3

0.07

25

0.1

 − 1

0.6

6.11

9

4

 − 0.3

0.07

150

0.1

 − 1

0.6

6.11

10

Transition displacement ratio

4

 − 0.3

0.07

100

 − 0.1

 − 1

0.6

6.11

11

4

 − 0.3

0.07

100

0.3

 − 1

0.6

6.11

12

Positive-to-negative stiffness ratio

4

 − 0.3

0.07

100

0.1

 − 1.5

0.6

6.11

13

4

 − 0.3

0.07

100

0.1

 − 0.5

0.6

6.11

14

Connecting stiffness ratio

4

 − 0.3

0.07

100

0.1

 − 1

0.4

6.11

15

4

 − 0.3

0.07

100

0.1

 − 1

0.8

6.11