Table 11 The peak and Root mean square (RMS) of Kinetic energy of the inerter in the second floor.

From: Parameter optimization of vibration control system for adjacent building structures based on negative stiffness inerter damper

Earthquake

Peak kinetic energy of inerter at optimizing the left building structure (J)

Peak kinetic energy of inerter at optimizing the right building structure (J)

NSID-1

NSID-2

NSID-1

NSID-2

Chi-Chi

2480.633

(146.642)

2905.589

(226.650)

2773.400269

(167.868)

4013.082487

(327.907)

Imperial_Valley

6977.605984

(645.246)

12,119.32769

(1313.524)

6155.219529

(591.479)

14,213.68191

(1814.142)

Landers

5849.459922

(405.354)

24,014.47584

(1650.945)

5322.33427

(472.985)

30,865.4881

(2070.012)

Kocaeli

3141.535086

(333.180)

7667.535952

(692.289)

4586.526342

(428.352)

9197.711764

(792.492)

RGB1

4468

(606.368)

17,054.65

(2102.449)

4493.0403

(682.175)

19,584.82

(2406.653)

RGB2

15,279.31

(2259.357)

31,334.16

(4763.722)

17,230.898

(1850.007)

42,805.05

(6473.246)

  1. In this table, the “#” in (#) indicates the RMS of Kinetic energy of the inerter in the second floor.
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