EVALUATION OF THE DYNAMIC CHARACTERISTICS OF THE BASE-ISOLATION SYSTEM ON THE ACTUAL BUILDING
Free-vibration experiments and static loading experiments were conducted on a 30-year-old base-isolated building in order to evaluate and compare the measured horizontal stiffness of the base-isolation systems obtained from the two experiments. As a result, the horizontal stiffness results obtained...
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Veröffentlicht in: | AIJ Journal of Technology and Design 2018/10/20, Vol.24(58), pp.979-984 |
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Hauptverfasser: | , , |
Format: | Artikel |
Sprache: | eng ; jpn |
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Online-Zugang: | Volltext |
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Zusammenfassung: | Free-vibration experiments and static loading experiments were conducted on a 30-year-old base-isolated building in order to evaluate and compare the measured horizontal stiffness of the base-isolation systems obtained from the two experiments. As a result, the horizontal stiffness results obtained from the free vibration experiment showed good agreement with the secant stiffness results obtained from the static loading experiment. This confirms the validity of evaluating the dynamic response of a building seismically isolated by means of natural rubber bearings and steel bar dampers in terms of mechanical properties observed in a static loading test. |
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ISSN: | 1341-9463 1881-8188 |
DOI: | 10.3130/aijt.24.979 |