Operational modal analysis for a benchmark high-rise structure

Structural Health Monitoring 2011: Condition-Based Maintenance and Intelligent Structures - Proceedings of the 8th International Workshop on Structural Health Monitoring

Volumn 2, Issue , 2011, Pages 2374-2381

  Niu, Y ^a   Kraemer, P ^a   Fritzen, C P ^a  

^a UNIVERSITY OF SIEGEN   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

BENCH-MARK PROBLEMS; BENCHMARK STUDY; DAMPING RATIO; FE MODEL UPDATING; HIGH RISE STRUCTURES; MODAL PARAMETERS; MODE SHAPES; OPERATIONAL MODAL ANALYSIS; RESEARCH COMMUNITIES; SLENDER STRUCTURES; STOCHASTIC SUBSPACE IDENTIFICATION; TV TOWER; VECTOR AUTOREGRESSIVE MODEL;

INTELLIGENT STRUCTURES; MAINTENANCE;

MODAL ANALYSIS;

EID: 84866691909     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (8)

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4. th World Conference on Structural Control and Monitoring, Shinjuku, Tokyo, July 12-14, 2010.
5. Niu, Y. Kraemer, P. and Fritzen, C.-P. 2011. "Operational Modal Analysis for the Guangzhou New TV Tower," presented in IMAC XXIX, Jacksonville, USA, Jan. 31 - Feb. 3, 2011
6. th World Conference on Structural Control and Monitoring, Shinjuku, Tokyo, July 12-14, 2010.
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