Table 10 The peak and Root mean square (RMS) of Kinetic energy of the inerter in the ground 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

843.334

(50.470)

1127.160

(83.200)

1050.591

(58.378)

1696.775

(121.400)

Imperial_Valley

2236.374

(219.699)

4973.666

(481.627)

1984.968

(217.063)

7039.592

(674.685)

Landers

4875.511

(257.514)

12,935.073

(750.672)

4617.702

(284.791)

13,382.764

(768.806)

Kocaeli

1148.509

(123.806)

2752.212

(255.982)

1722.799

(162.036)

3443.937

(297.609)

RGB1

1863.967

(239.604)

7805.490

(849.518)

2194.642

(306.648)

8137.625

(987.670)

RGB2

5533.628

(789.478)

12,060.128

(1855.298)

6883.294

(752.374)

16,924.734

(2565.562)

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