Load distribution for a highly skewed bridge: Testing and analysis

Journal of Bridge Engineering

Volumn 9, Issue 6, 2004, Pages 558-562

  Huang, Haoxiong ^a,b   Shenton, Harry W ^b   Chajes, Michael J ^b  

^a Lawrie and Associates LLC   (United States)

^b UNIVERSITY OF DELAWARE   (United States)

Author keywords

Bridges, skew; Bridges, steel; Field tests; Finite element method; Load distribution

Indexed keywords

BRIDGES, SKEW; BRIDGES, STEEL; FIELD TESTS; LOAD DISTRIBUTION;

BEARING CAPACITY; CONCRETE SLABS; DATABASE SYSTEMS; DIAPHRAGMS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; STEEL BEAMS AND GIRDERS; STIFFNESS; STRUCTURAL LOADS;

STEEL BRIDGES;

EID: 13944259680     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2004)9:6(558)     Document Type: Article

References (6)

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3. Ebeido, T., and Kennedy, J. B. (1996b). "Shear and reaction distributions in continuous skew composite bridges." J. Bridge Eng., 1(4), 155-165.
4. Khaleel, M. A., and Itani, R. Y. (1990). "Live-load moments for continuous skew bridges." J. Struct. Eng., 116(9), 2361-2373.
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6. Zokaie, T., Osterkamp, T. A., and Imbsen, R. A. (1991). "Distribution of wheel loads on highway bridges." National Cooperative Highway Research Program, Project 12-26, Imbsen and Associates, Inc.