Nonlinear characteristics of damaged reinforced concrete beam from Hilbert-Huang transform

Journal of Structural Engineering

Volumn 133, Issue 8, 2007, Pages 1186-1191

  Zhu, X Q ^a   Law, S S ^b  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

^b HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Bonding; Concrete; Concrete beams; Concrete structures; Cracking; Damage; Damping; Nonlinear response; Reinforced

Indexed keywords

CONCRETE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; CRACKS; DAMAGE DETECTION; HILBERT SPACES; REINFORCED CONCRETE;

HILBERT-HUANG SPECTRUM; INTRINSIC MODE FUNCTION (IMF); NONLINEAR RESPONSE;

NONLINEAR SYSTEMS;

EID: 34547146384     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:8(1186)     Document Type: Article

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