Long-term Seismic Monitoring of an Instrumented Base-Isolated Building: Observation and Structural Analysis
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Détails bibliographiques
| Auteur(s): |
Dionysius M. Siringoringo
Yozo Fujino 
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
| Publié dans: | IABSE Symposium Madrid 2014 | ||||
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| Page(s): | 2860-2867 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2014 | ||||
| DOI: | 10.2749/222137814814070370 | ||||
| Abstrait: |
This paper describes a case-study of serviceability performance of a base-isolated building on a basis of long-term seismic monitoring data. Investigation on the seismic response emphasizes on the influence of building asymmetricity on the characteristics of seismic response and the long-term building response characteristics for over three years between 2010 and 2012 under various amplitudes of earthquakes. The building is an asymmetric base-isolated L-shaped structure consisting of seven-story and fourteen-story building with vertical void. Vibration monitoring system was installed on the building and seismic responses were recorded including the strongest shaking (PGA 0.80–1.40m/s²) experienced during the March 11, 2011 Great East-Japan Earthquake |
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