Uncertainty analysis of system identification results obtained for a seven-story building slice tested on the UCSD-NEES shake table.

Moaveni, Babak.
Barbosa, Andre R.
Conte, Joel P.
Hemez, François M.
2014

A full-scale seven-story reinforced concrete building section/slice was tested on the Network for Earthquake Engineering Simulation (NEES) shake table at the University of California San Diego during the period of October 2005 to January 2006. Three output-only system identification methods were used to extract the modal parameters (natural frequencies, damping ratios, and mode shapes) of the test... read more

Subjects
Structural control (Engineering)
Structural health monitoring.
Earthquakes.
Tufts University. Department of Civil and Environmental Engineering.
Permanent URL
http://hdl.handle.net/10427/010288
Original publication
This is the pre-peer reviewed version of the following article: Moaveni, B., Barbosa, A. R., Conte, J. P. and Hemez, F. M. (2014), Uncertainty analysis of system identification results obtained for a seven-story building slice tested on the UCSD-NEES shake table. Struct. Control Health Monit., 21: 466-483, which has been published in final form at doi:10.1002/stc.1577. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.
ID: tufts:18953
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