Unified resistance equations for design of curved and tangent steel bridge I-girders

Transportation Research Board - 6th International Bridge Engineering Conference: Reliability, Security, and Sustainability in Bridge Engineering

Volumn , Issue , 2005, Pages 121-128

  White, Donald W ^a   Grubb, Michael A ^b  

^a Georgia Institute of Technology   (United States)

^b Bridge Software Development International Ltd   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING STRENGTH; BOX GIRDER BRIDGES; NUMERICAL ANALYSIS; STEEL BEAMS AND GIRDERS; STRUCTURAL DESIGN; TORSIONAL STRESS;

BOX-GIRDER BRIDGES; TANGENT STEEL BRIDGE I-GIRDERS; UNIFIED RESISTANCE;

STEEL BRIDGES;

EID: 33645014217     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.3141/trr.11s.46653x9113172q1h     Document Type: Conference Paper

References (19)

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