Theoretical and experimental modal analysis of the Guangzhou New TV Tower

Engineering Structures

Volumn 33, Issue 12, 2011, Pages 3628-3646

  Chen, W H ^a   Lu, Z R ^a   Lin, W ^b   Chen, S H ^a   Ni, Y Q ^c   Xia, Y ^c   Liao, W Y ^c  

^a SUN YAT SEN UNIVERSITY   (China)

^b FUZHOU UNIVERSITY   (China)

^c HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Ambient vibration test; Dynamic analysis; Finite element method; Least squares regression analysis; Modal analysis; Structural health monitoring; Supertall structure; Time frequency analysis

Indexed keywords

AMBIENT VIBRATION TEST; FINITE ELEMENT; LEAST SQUARES REGRESSION; STRUCTURAL HEALTH; SUPERTALL STRUCTURES; TIME FREQUENCY ANALYSIS;

DAMAGE DETECTION; DYNAMIC ANALYSIS; FINITE ELEMENT METHOD; FREQUENCY DOMAIN ANALYSIS; IDENTIFICATION (CONTROL SYSTEMS); MONITORING; REGRESSION ANALYSIS; SOIL STRUCTURE INTERACTIONS; STRUCTURAL HEALTH MONITORING; TOWERS; VIBRATION ANALYSIS; VIBRATION MEASUREMENT;

MODAL ANALYSIS;

BUILDING; DAMAGE; DYNAMIC ANALYSIS; EXPERIMENTAL STUDY; FINITE ELEMENT METHOD; HEALTH MONITORING; LEAST SQUARES METHOD; REGRESSION ANALYSIS; STRUCTURAL ANALYSIS; TESTING METHOD; THEORETICAL STUDY; VIBRATION;

CHINA; GUANGDONG; GUANGZHOU;

EID: 80054910403     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2011.07.028     Document Type: Article

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