Large displacement elastoplastic analysis of semirigid steel frames

International Journal for Numerical Methods in Engineering

Volumn 39, Issue 5, 1996, Pages 741-762

  Tin Loi, F ^a   Misa, J S ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Elastoplastic analysis; Mathematical programming; Plasticity; Semirigid connections

Indexed keywords

LARGE DISPLACEMENT ELASTOPLASTIC ANALYSIS; SEMIRIGID CONNECTIONS;

COMPUTATIONAL METHODS; ELASTOPLASTICITY; ITERATIVE METHODS; MATHEMATICAL MODELS; MATHEMATICAL PROGRAMMING; NUMERICAL METHODS; PIECEWISE LINEAR TECHNIQUES; PLASTICITY; STEEL STRUCTURES; STRUCTURAL ANALYSIS;

STRUCTURAL FRAMES;

EID: 0030109772     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1097-0207(19960315)39:5<741::AID-NME877>3.0.CO;2-A     Document Type: Article

References (8)

1. AISC: Load and Resistance Factor Design Specification for Structural Steel Buildings, AISC, Chicago, Illinois, 1986.
2. AS4100-1990 Steel Structures, Standards Association of Australia, Sydney, Australia, 1990.
3. Eurocode 3: Limit States Design of Steel Structures, European Community, Brussels, Belgium, 1986.
4. L. Corradi and C. Poggi, 'A refined finite element model for the analysis of elastic-plastic frames'. Int. j. numer. methods eng., 20, 2155-2174 (1984).
5. A. Jennings and K. Majid, 'An elastic-plastic analysis by computer for framed structures loaded up to collapse', Struct. Engineer, 43, 407-412 (1965).
6. D. Anderson and K. Kavianpour, 'Analysis of steel frames with semi-rigid connections', Struct. Eng. Rev., 3, 79-87 (1991).
7. C. Oran, 'Tangent stiffness of plane frames', J. Struct. Div. ASCE, 99, 973-985 (1973).
8. A. Kassimali, 'Large deformation analysis of elastic-plastic frames', J. Struct. Eng. ASCE, 109, 1869-1886 (1913).