Damage identification study of a seven-story full-scale building slice tested on the UCSD-NEES shake table

Structural Safety

Volumn 32, Issue 5, 2010, Pages 347-356

  Moaveni, Babak ^a   He, Xianfei ^b   Conte, Joel P ^c   Restrepo, Jose I ^c  

^a Tufts University   (United States)

^b AECOM   (United States)

^c UNIVERSITY OF CALIFORNIA SAN DIEGO   (United States)

Author keywords

Experimental modal analysis; Finite element model updating; Modal parameters; Shake table tests; Vibration based damage identification

Indexed keywords

EXPERIMENTAL MODAL ANALYSIS; FINITE-ELEMENT MODEL UPDATING; MODAL PARAMETERS; SHAKE TABLE TESTS; VIBRATION-BASED DAMAGE IDENTIFICATION;

COMPOSITE BEAMS AND GIRDERS; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DAMPING; DYNAMICAL SYSTEMS; FINITE ELEMENT METHOD; LINEAR CONTROL SYSTEMS; MODAL ANALYSIS; PARAMETER ESTIMATION; REINFORCED CONCRETE; SOIL STRUCTURE INTERACTIONS; STATISTICAL TESTS; STRUCTURAL ANALYSIS; VIBRATION ANALYSIS; WHITE NOISE;

DAMAGE DETECTION;

EID: 77953511335     PISSN: 01674730     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.strusafe.2010.03.006     Document Type: Article

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