Long-term Seismic Monitoring of an Instrumented Base-Isolated Building: Observation and Structural Analysis
|
Bibliographic Details
Author(s): |
Dionysius M. Siringoringo
Yozo Fujino |
||||
---|---|---|---|---|---|
Medium: | conference paper | ||||
Language(s): | English | ||||
Conference: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
Published in: | IABSE Symposium Madrid 2014 | ||||
|
|||||
Page(s): | 2860-2867 | ||||
Total no. of pages: | 8 | ||||
Year: | 2014 | ||||
DOI: | 10.2749/222137814814070370 | ||||
Abstract: |
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 |
||||
Keywords: |
system identification base-isolated building long-term seismic monitoring torsional response
|