Shape stabilization of steel suspension bridge

Baltic Journal of Road and Bridge Engineering

Volumn 3, Issue 3, 2008, Pages 137-144

  Juozapaitis, Algirdas ^a   Norkus, Arnoldas ^a   Vainiũnas, Povilas ^a  

^a VILNIUS GEDIMINAS TECHNICAL UNIVERSITY   (Lithuania)

Author keywords

Bridge; Cable; Elastic displacements; Kinematic displacements; Shape stabilization tools; Suspension steel bridge; Symmetric and asymmetric loadings; Total displacements

Indexed keywords

EID: 54049122671     PISSN: 1822427X     EISSN: 18224288     Source Type: Journal    
DOI: 10.3846/1822-427X.2008.3.137-144     Document Type: Article

References (22)

1. Bangash, M. Y. 1999. Prototype bridge structures: analysis and design. London: Thomas Telford Ltd. 1171 p.
2. Gimsing, N. J. 1997. Cable suported bridges - concept and design. 2nd edition. Chichester: John Wiley & Sons. 471 p.
3. Grigorjeva, T.; Juozapaitis, A.; Kamaitis, Z. 2006. Simplified engineering design method of suspension bridges with rigit cables under action of symmetrical and asymmetrical loads, The Baltic Journal of Road and Bridge Engineering 1(1): 11-20.
4. Jennings, A. 1987. Deflection theory analysis of different cable profiles for suspension bridges, Eng. Structures 9: 84-94.
5. Juozapaitis, A.; Norkus, A. 2004. Displacement analysis of assymetrical loaded cable, Journal of Civil Engineering and Management 10(4): 277-284.
6. Juozapaitis, A.; Norkus, A. 2007. Determination of rational parameters for the advanced structure of a pedestrian suspension steel bridge, The Baltic Journal of Road and Bridge Engineering 2(4): 173-181.
7. Juozapaitis, A.; Norkus, A.; Grigorjeva, T. 2005. Numerical modelling of suspension cable kinematic displacements, Mechanika 6(55): 43-49.
8. Kala, Z. 2007. Influence of partial safety factors on design reliability of steel structures - probability and fuzzy probability assessments, Journal of Civil Engineering and Management 13(4): 291-296.
9. Kala, Z. 2008. Fuzzy probability analysis of the fatigue resistance of steel structural members under bending, Journal of Civil Engineering and Management 14(1): 67-72.
10. Krishna, P. 2001. Tension roofs and bridges, Journal of Constructional Steel Research 57(11): 1123-1140.
11. Kulbach, V. 1999. Half-span loading of cable structures, Journal of Constructional Steel Research 49(2): 167-180.
12. Kulbach, V. 2007. Cable structures. Design and static analysis. Tallin: Estonian Academy Publishers. 224 p.
13. Lewis W. 2003. Tension structures: form and behavior. London: Thomas Telford Ltd. 256 p.
14. Palkowski, Sz. 2006. Some problem of calculation and design of cable structures, in Proc of the 11th International Conference on Metal Structures (ICMS-2006) "Progress in Steel, Composite and Aluminium Structures". Ed. by Gižejowski, M.; Kozlovski, A.; Sleczka, L.; Ziolko, J. June 21-23, 2006, Rzeszow, Poland. London: Taylor and Francis, 102-116.
15. Petersen, Ch. 1993. Stahlbau. Grundlagen der Berechnung und bauliches Ausbildung von Stahlbauten [Structures. Analysis of fundamentals and professional training in field of steel structures]. Braunschweig, Wiesbaden: Vieweg. 1451 S.
16. Ryall, M. J.; Parke, G. A. R; Harding, J. E. 2000. Manual of bridges engineering. London: Tomas Telford Ltd. 1007 p.
17. Troyano L. F. 2003. Bridge engineering. A global perspective. London: Tomas Telford Ltd. 775 p.
18. Walter, R.; Houriet, B.; Isler, W.; Moïa, P.; Klein, J. F. 1999. Cable stayed bridges. 2nd edition. London: Tomas Telford. 320 p.
19. [Belenia, E. I. et al. Steel structures. Special course].
20. [Katchurin, V.; Bragin, A.; Erunov, B. Design of suspension and cable-stayed bridges].
21. [Michailov, V. Prestressed combined bars and cables structures].
22. [Moskalev, N. S.; Popova R. A. Steel structures of light-weight buildings]. ACB. 216 c. ISBN 5930932026.