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Table 1 Design conditions on TMD parameters in several models for TMD stroke reduction

From: Innovative base-isolated building with large mass-ratio TMD at basement for greater earthquake resilience

 

Proposed-1 Model as basic model

Proposed-1-1 Model (detuning)

Proposed-1-2 Model (increased damping)

Proposed-1-3 Model (increased TMD mass-ratio)

Proposed-2 Model (with inertial mass damper)

Imass TMD Model (conventional model with inertial mass damper)

TMD mass-ratio μ

10 %

10 %

10 %

26.7 %

10 %

10 %

Inertial mass damper ratio η s

–

–

–

–

0.06

0.08685

TMD damping ratio h 2

0.3

0.3

0.535

0.3

0.3

0.3

Tuning ratio γ

0.8780

1.2430

0.7540

0.7880

0.8850

0.8950