Dynamic behavior of damaged concrete bridge structures under moving vehicular loads

Engineering Structures

Volumn 26, Issue 9, 2004, Pages 1279-1293

  Law, S S ^a   Zhu, X Q ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Beam; Bridge deck; Crack; Dynamics; Instantaneous frequency; Moving load; Non linearities; Oscillator; Reinforced concrete; Road surface roughness

Indexed keywords

CRACK INITIATION; DEGREES OF FREEDOM (MECHANICS); GROUND VEHICLES; LOADS (FORCES); MATHEMATICAL MODELS; PARAMETER ESTIMATION; SURFACE ROUGHNESS;

CRACK ZONES; DAMAGE FUNCTIONS; DYNAMIC BEHAVIOR;

CONCRETE BRIDGES;

BRIDGE; DYNAMIC ANALYSIS; VIBRATION;

BRIDGE; DYNAMIC ANALYSIS; VIBRATION;

EID: 4544368736     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2004.04.007     Document Type: Article

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