Uncertainty and sensitivity analysis of damage identification results obtained using finite element model updating.

Moaveni, Babak.
Conte, Joel P.
Hemez, François M.
2009

A full-scale seven-story reinforced concrete shear wall building structure was tested on the UCSD-NEES shake table in the period October 2005-January 2006. The shake table tests were designed so as to damage the building progressively through several historical seismic motions reproduced on the shake table. A sensitivity-based finite element (FE) model updating method was used to identify damage i... read more

Subjects
Reinforced concrete.
Structural health monitoring.
Earthquakes.
Tufts University. Department of Civil and Environmental Engineering.
Permanent URL
http://hdl.handle.net/10427/010272
Original publication
This is the peer reviewed version of the following article: Moaveni, B., Conte, J. P. and Hemez, F. M. (2009), Uncertainty and Sensitivity Analysis of Damage Identification Results Obtained Using Finite Element Model Updating. Computer-Aided Civil and Infrastructure Engineering, 24: 320-334, which has been published in final form at 10.1111/j.1467-8667.2008.00589.x. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.
ID: tufts:18937
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