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

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

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

Reinforced concrete.
Structural health monitoring.
Tufts University. Department of Civil and Environmental Engineering.
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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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