Alternative approaches for elastic analysis and design of steel frames. II: Verification studies

Journal of Structural Engineering

Volumn 130, Issue 8, 2004, Pages 1197-1205

  Surovek Maleck, Andrea E ^a   White, Donald W ^b  

^a Engineering Diagnostics Inc   (United States)

^b Georgia Institute of Technology   (United States)

Author keywords

Beam columns; Building design; Design standards; Effective length; Imperfections; Steel frames; Structural stability

Indexed keywords

BEAM COLUMNS; DESIGN STANDARDS; EFFECTIVE LENGTH; ELASTIC ANALYSIS; STEEL FRAMES; STRUCTURAL STABILITY; WAVE NUMBERS;

BEAMS AND GIRDERS; BENCHMARKING; BENDING MOMENTS; BUCKLING; BUILDING CODES; DEFECTS; ELASTICITY; ERROR ANALYSIS; PLASTICITY; STEEL STRUCTURES; STRUCTURAL DESIGN; STRUCTURAL LOADS;

STRUCTURAL FRAMES;

EID: 13944258780     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:8(1197)     Document Type: Article

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