A closed-form refined model of the cables' nonlinear response in cable-stayed structures

Mechanics of Advanced Materials and Structures

Volumn 16, Issue 6, 2009, Pages 456-466

  Vairo, Giuseppe ^a  

^a UNIVERSITY OF ROME TOR VERGATA   (Italy)

Author keywords

Cable stayed structures; Dischinger Ernst theory; Elastic cables; Equivalent elastic modulus

Indexed keywords

ANALYTICAL SOLUTIONS; CABLE STRUCTURE; CLOSED FORM; CONSTITUTIVE RELATIONSHIPS; ELASTIC CABLE; ELASTIC CABLES; ELASTIC RESPONSE; EQUIVALENT ELASTIC MODULUS; GEOMETRICAL NONLINEARITY; ITERATIVE PROCEDURES; NON-LINEAR RESPONSE; NUMERICAL EXAMPLE; REFINED MODEL; SECOND ORDERS; SECOND-ORDER APPROXIMATION; SECOND-ORDER MODELS; STRESS VARIATIONS; STRUCTURE INTERACTIONS;

BRIDGE CABLES; ELASTIC MODULI; REFINING;

CABLES;

EID: 70449686386     PISSN: 15376494     EISSN: 15376532     Source Type: Journal    
DOI: 10.1080/15376490902781217     Document Type: Article

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