Damage detection for a frame structure model using vibration displacement measurement

Structural Health Monitoring

Volumn 11, Issue 3, 2012, Pages 281-292

  Xu, B ^a,b   Song, G ^c   Masri, Sami F ^d  

^a HUNAN UNIVERSITY   (China)

^b BEIJING UNIVERSITY OF POSTS AND TELECOMMUNICATIONS   (China)

^c UNIVERSITY OF HOUSTON   (United States)

^d University of Southern California   (United States)

Author keywords

base excitation; damage detection; displacement response; frame structure; laser sensor; neural network; parameter identification; time series

Indexed keywords

A-FRAMES; BASE EXCITATION; BEAMS AND COLUMNS; DETECTION APPROACH; DIFFERENCE VECTORS; DIRECT USE; DISPLACEMENT RESPONSE; DYNAMIC DISPLACEMENTS; DYNAMIC TESTS; ENGINEERING STRUCTURES; FRAME STRUCTURE; IDENTIFICATION APPROACH; INPUT AND OUTPUTS; JOINT CONNECTIONS; JOINT DAMAGES; LASER DISPLACEMENT SENSORS; LASER SENSOR; MODAL SHAPE; NETWORK EMULATORS; NON-CONTACT; PARAMETRIC EVALUATION NEURAL NETWORKS; ROOT MEAN SQUARE; STRUCTURAL PARAMETER IDENTIFICATION; THEORETICAL BASIS; TIME DOMAIN;

DISPLACEMENT MEASUREMENT; IDENTIFICATION (CONTROL SYSTEMS); NEURAL NETWORKS; SOIL STRUCTURE INTERACTIONS; STRUCTURAL DYNAMICS; STRUCTURAL FRAMES; TIME SERIES;

DAMAGE DETECTION;

EID: 84860456886     PISSN: 14759217     EISSN: 17413168     Source Type: Journal    
DOI: 10.1177/1475921711430437     Document Type: Article

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