Design and Deployment of a Continuous Monitoring System for the Dowling Hall Footbridge.

Moser, Peter.
Moaveni, Babak.
2013

Continuous monitoring of structural vibrations is becoming increasingly common as interest in structural health monitoring (SHM) grows, as equipment becomes more affordable, and as system and damage identification methods develop. In vibration-based SHM, the dynamic modal parameters of a structure may be used as damage-sensitive features. The modal parameters are often sensitive to changes in temp... read more

Subjects
Structural health monitoring.
Vibration.
Footbridges.
Tufts University. Department of Civil and Environmental Engineering.
Permanent URL
http://hdl.handle.net/10427/010271
Original publication
This is the peer reviewed version of the following article: Moser, P. and Moaveni, B. (2013), Design and Deployment of a Continuous Monitoring System for the Dowling Hall Footbridge. Experimental Techniques, 37: 15-26, which has been published in final form at doi:10.1111/j.1747-1567.2011.00751.x. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Self-Archiving.
ID: tufts:18936
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