Structural identification with incomplete instrumentation and global identifiability requirements under base excitation
Author:
Affiliation:
1. Department of Civil Engineering and Engineering Mechanics; Columbia University; New York NY 10027 USA
2. Department of Civil Engineering; Boğaziçi University; Bebek 34342 Istanbul Turkey
Funder
Center for Advanced Infrastructure and Transportation, Rutgers
Publisher
Wiley
Subject
Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/stc.1732/fullpdf
Reference38 articles.
1. Structural reliability estimation with vibration-based identified parameters;Soyoz;ASCE Journal of Engineering Mechanics,2010
2. Extracting physical parameters of mechanical models from identified state space representations;Angelis;ASME Journal of Applied Mechanics,2002
3. A hybrid computational strategy for identification of structural parameters;Koh;Computers and Structures,2003
4. Identification of structural systems using an evolutionary strategy;Franco;ASCE Journal of Engineering Mechanics,2004
5. Two-stage structural health monitoring approach for Phase I benchmark studies;Yuen;ASCE Journal of Engineering Mechanics,2004
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