Nonlinear finite-element analysis of composite frames

Proceedings of the Institution of Civil Engineers: Structures and Buildings

Volumn 116, Issue 2, 1996, Pages 244-247

  Mei xin, Ye ^a   Nethercot, D A ^b   Li, T Q ^b  

^a CENTRAL SOUTH UNIVERSITY   (China)

^b UNIVERSITY OF NOTTINGHAM   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CALCULATIONS; COMPOSITE STRUCTURES; COMPUTATIONAL COMPLEXITY; COMPUTER SOFTWARE; FINITE ELEMENT METHOD; JOINTS (STRUCTURAL COMPONENTS); MATERIALS TESTING; MATHEMATICAL MODELS; STRENGTH OF MATERIALS; STRUCTURAL DESIGN;

PARTIAL STRENGTH CONNECTIONS; SEMI RIGID CONNECTIONS; SOFTWARE PACKAGE ABAQUS;

STRUCTURAL FRAMES;

EID: 0030150498     PISSN: 09650911     EISSN: None     Source Type: Journal    
DOI: 10.1680/istbu.1996.28291     Document Type: Article

References (10)

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2. NETHERCOT D. A. and ZANDONINI R. Recent studies of the behaviour of semi-rigid composite connections. American Society of Civil Engineers Structural Conference, Atlanta, April 1994.
3. AHMED B., LI T. Q. and NETHERCOT D. A. Modelling composite connection response. Third International Workshop on Connections in Steel Structures, Trento, May 1995.
4. NETHERCOT D. A. Semi-rigid joint action and the design of non-sway composite frames. Engng Structs, 1995, 17, No. 8, 554-567.
5. ABAQUS User Manual Version 5.3.1, Hibbitt, Karlsson and Sorensen, Inc. 1994.
6. LI T. Q., MOORE D. B. and NETHERCOT D. A. The experimental behaviour of a full-scale, semi-rigidly connected composite frame: overall considerations. (Under Review).
7. LI T. Q., MOORE D. B. and NETHERCOT D. A. The experimental behaviour of a full-scale semi-rigidly connected composite frame: detailed appraisal. (Under Review).
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10. LI T. Q., CHOO B. S. and NETHERCOT D. A. Determination of rotation capacity requirements for steel and composite beams. J. Constr. Steel Res., 1995, 32, No. 3, 303-332.