Probabilistic steel stress-crack width relationship in R.C. frames with smooth rebars

Engineering Structures

Volumn 29, Issue 1, 2007, Pages 1-10

  Fabbrocino, Giovanni ^a   Verderame, Gerardo Mario ^b   Polese, Maria ^b  

^a UNIVERSITY OF MOLISE   (Italy)

^b UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Bond; Crack width; Probabilistic methods; Smooth reinforcement; Steel stress measurement; Structural monitoring

Indexed keywords

CRACKS; DYNAMIC RESPONSE; INTEGRATION; MATHEMATICAL MODELS; MONITORING; PROBABILITY; REINFORCED CONCRETE; STEEL STRUCTURES; STRESS ANALYSIS;

CRACK WIDTH; PROBALISTIC METHODS; STEEL STRESS MEASUREMENT;

STRUCTURAL ANALYSIS;

CRACKS; DYNAMIC RESPONSE; INTEGRATION; MATHEMATICAL MODELS; MONITORING; PROBABILITY; REINFORCED CONCRETE; STEEL STRUCTURES; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

CONCRETE STRUCTURE; CRACKING; REGRESSION ANALYSIS; REINFORCED CONCRETE; STRESS ANALYSIS; STRUCTURAL COMPONENT; STRUCTURAL RESPONSE;

EID: 33750628320     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.04.002     Document Type: Article

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