Stability analysis for pitched portal frames of fibre reinforced polymer

Proceedings of the 4th International Conference on FRP Composites in Civil Engineering, CICE 2008

Volumn , Issue , 2008, Pages

  Mottram, J T ^a  

^a UNIVERSITY OF WARWICK   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE DECKS; COMPOSITE BEAMS AND GIRDERS; DEFORMATION; ELASTIC MODULI; FIBER REINFORCED PLASTICS; REINFORCED PLASTICS; REINFORCEMENT; STABILITY; STEEL FIBERS;

BUCKLING RESISTANCE; CLOSED-FORM EXPRESSION; CRITICAL BUCKLING LOADS; FIBRE REINFORCED POLYMERS; SANDWICH CONSTRUCTION; SHEAR DEFORMABILITY; STABILITY ANALYSIS; THEORETICAL DERIVATIONS;

NICKEL STEEL;

EID: 84871010701     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (12)

1. nd International Conference on Advanced Polymer Composites for Structural Applications in Construction (ACIC 2004), Woodhead Publishing Ltd., Cambridge, 437-444.
2. Abbaker, A. E. 2006. Behaviour of Lightweight Framing Systems for Buildings, PhD thesis, University of Warwick, UK.
3. Al-Sarraf, S. F. 1986. Shear Effect on the Elastic Stability of Frames, The Structural Engineer, 64B(2), 43-47.
4. Bank, L. C. 2006. Composites for Construction: Structural Design with FRP Materials, John Wiley & Sons, New Jersey.
5. BS EN 1992-1-1. 2005. Eurocode 3: Design of Steel Structures - Part 1-1: General Rules and Rules for Buildings, British Standards Institute.
6. Horne, M. R. & Merchant, W. 1965. The Stability of Frames, Pergamon Press Ltd., Oxford.
7. Kleinlogel, A. 1958. Rahmenformeln. Verlag Von Wilhelm Ernst & Sohn. (English translation)
8. Livesley, R. K. & Chandler, D. B. 1956. Stability Functions for Structural Frameworks, Manchester University Press, Manchester.
9. Majid, K. I. 1963. Elastic Plastic Structural Analysis, PhD thesis, University of Manchester.
10. Majid, K. I. 1972. Non-linear Structures, Butterworths, London.
11. Mottram, J. T. & Aberle, M. 2002. When should Shear-flexible Stability Functions be used in Elastic Structural Analysis? Proceedings of the Institution of Civil Engineers: Structures and Buildings, 152(1), 31-40.
12. rd International Conference on Advanced Composites in Construction (ACIC 2007), York Publishing Services Ltd., York, 61-68.