EFFECTIVE STIFFNESS AND DAMPING RATIO OF SEISMIC BASE ISOLATION SYSTEM OPTIMIZATION IN 2-DIMENSIONAL STRUCTURES LINEARLY ANALYZED FOR VARIOUS EARTHQUAKE ACCELERATIONS USING TABU SEARCH ALGORITHM
A seismic base isolation system protects structure from damages during an earthquake. The two linear parameters which represent it are lateral effective stiffness and damping ratio. A lower structural acceleration response is achieved by decreasing the effective stiffness. However, this could increa...
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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/79747 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |