Proposed new provisions for frame stability using second-order analysis

Proceedings - Annual Stability Conference, Structural Stability Research Council

Volumn , Issue , 2002, Pages 1-20

  Deierlein, Gregory G ^a   Hajjar, Jerome F ^b   Yura, Joseph A ^c   White, Donald W ^d   Baker, William F ^e  

^a Stanford University   (United States)

^b UNIVERSITY OF MINNESOTA   (United States)

^c UNIVERSITY OF TEXAS AT AUSTIN   (United States)

^d Georgia Institute of Technology   (United States)

^e Skidmore Owings and Merrill LLP   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ECONOMICAL DESIGNS; INTERNAL LOAD EFFECTS; NONLINEAR STRUCTURAL RESPONSE; SECOND-ORDER ELASTIC ANALYSIS;

BEAMS AND GIRDERS; BENCHMARKING; BUILDING MATERIALS; ELASTICITY; MATHEMATICAL MODELS; PARAMETER ESTIMATION; PLASTICITY; PROBLEM SOLVING; STEEL; STIFFNESS;

CIVIL ENGINEERING;

EID: 3042722264     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (12)

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3. ASCE (1997), "Effective Length and Notional Load Approaches for Assessing Frame Stability", ASCE, New York, NY.
4. AISC (2000), Code of Standard Practice for Steel Buildings and Bridges, American Institute of Steel Construction, Chicago, IL.
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10. Springfield, J. (1991), "Limits on Second-Order Elastic Analysis," Proc. SSRC Annu. Tech. Sess., SSRC, Bethlehem, PA, 89-99.
11. White, D. W., Chen. W.-F. (eds.) (1993), Plastic Hinge Based Methods for Adv. Analysis and Design of Steel Frames, SSRC.
12. White, D. W., Clarke, M. (1997), "Design of Beam-Columns in Steel Frames I," Jl. of Struct. Engrg., ASCE, 123(12), 1556-1564.