Bilinear elastodynamical models of cracked concrete beams

Structural Engineering and Mechanics

Volumn 39, Issue 4, 2011, Pages 465-498

  Pandey, Umesh Kumar ^a   Benipal, Gurmail S ^b  

^a NATIONAL INSTITUTE OF TECHNOLOGY   (India)

^b INDIAN INSTITUTE OF TECHNOLOGY DELHI   (India)

Author keywords

Bilinear dynamics; Bilinearity ratio; Cracked concrete structures; Jump phenomena; Sensitivity to system parameters; Stability portrait; Sub harmonic resonance

Indexed keywords

CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; DAMPING; DYNAMICAL SYSTEMS; PREDICTIVE ANALYTICS;

BILINEARITY; DAMPING COEFFICIENTS; FLEXURAL RIGIDITIES; JUMP PHENOMENON; SENSITIVITY TO INITIAL CONDITIONS; SENSITIVITY TO SYSTEM PARAMETERS; STIFFNESS COEFFICIENTS; SUB-HARMONIC RESONANCES;

CONCRETE BEAMS AND GIRDERS;

EID: 79961094150     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2011.39.4.465     Document Type: Article

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