Evaluation of the structural response to the time-dependent behaviour of concrete: Part 2 - A general computational approach

Indian Concrete Journal

Volumn 86, Issue 12, 2012, Pages 39-51

  Sassone, Mario ^a   Casalegno, Carlo ^a  

^a POLITECNICO DI TORINO   (Italy)

Author keywords

Cable stayed bridges; Computational approach; Concrete; Creep; High rise buildings; Sequential constructions; Shrinkage; Structural effects; Time dependent behaviour

Indexed keywords

COMPUTATIONAL APPROACH; HIGH RISE BUILDING; SEQUENTIAL CONSTRUCTION; STRUCTURAL EFFECT; TIME-DEPENDENT BEHAVIOUR;

BOX GIRDER BRIDGES; CABLE STAYED BRIDGES; COMPUTATIONAL METHODS; CONCRETES; CREEP; FINITE ELEMENT METHOD; INTEGRAL EQUATIONS; SHRINKAGE; TALL BUILDINGS; VISCOELASTICITY;

CABLES;

EID: 84870510630     PISSN: 00194565     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article

References (33)

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