Damage identification in a truss tower by regularized model updating

Journal of Structural Engineering

Volumn 136, Issue 3, 2010, Pages 307-316

  Weber, Benedikt ^a   Paultre, Patrick ^b  

^a SWISS FEDERAL LABORATORIES FOR MATERIALS SCIENCE AND TECHNOLOGY   (Switzerland)

^b UNIVERSITÉ DE SHERBROOKE   (Canada)

Author keywords

Damage; Damage identification; Laboratory tests; Measurement; Model update; Parameters; Regularization; Sensitivity analysis; Sensitivity based; Truss; Trusses; Vibration

Indexed keywords

AMBIENT VIBRATIONS; BENDING STIFFNESS; DAMAGE; DAMAGE IDENTIFICATION; FINITE-ELEMENT MODELS; LABORATORY TEST; MEASUREMENT MODEL; MODAL PARAMETERS; MODEL UPDATING; REALISTIC MODEL; STATIC CONDENSATION; TRUSS MEMBERS;

IDENTIFICATION (CONTROL SYSTEMS); LINEARIZATION; MODAL ANALYSIS; SENSITIVITY ANALYSIS; THREE DIMENSIONAL; TOWERS; TRUSSES; VIBRATION ANALYSIS; VIBRATION MEASUREMENT;

DAMAGE DETECTION;

EID: 76949094265     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000105     Document Type: Article

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