Extreme structural response analysis of truss structures under material uncertainty via linear mixed 0-1 programming

International Journal for Numerical Methods in Engineering

Volumn 76, Issue 3, 2008, Pages 253-277

  Guo, Xu ^a   Bai, Wei ^a   Zhang, Weisheng ^a  

^a DALIAN UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Branch and bound approach; Linear mixed 0 1 programming; Truss structure

Indexed keywords

BUCKLING; CONTROL THEORY; ELASTIC MODULI; ELASTICITY; FREQUENCY RESPONSE; TRUSSES; UNCERTAINTY ANALYSIS;

BRANCH AND BOUNDS; BRANCH-AND-BOUND APPROACH; EXTREME VALUES; GLOBAL OPTIMALITY; INTERVAL MODELS; LINEAR MIXED 0-1 PROGRAMMING; LOWER BOUNDS; MATERIAL UNCERTAINTIES; NODAL DISPLACEMENTS; PROGRAMMING PROBLEMS; SIMULTANEOUS ANALYSIS AND DESIGNS; STRUCTURAL RESPONSE ANALYSIS; STRUCTURAL RESPONSES; TEST PROBLEMS; TRUSS STRUCTURE; UNCERTAIN MODELS; YOUNG'S MODULUS;

STRUCTURAL ANALYSIS;

EID: 57849109859     PISSN: 00295981     EISSN: 10970207     Source Type: Journal    
DOI: 10.1002/nme.2298     Document Type: Article

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