Non-linear analysis of suspension bridges with flexible and rigid cables

Journal of Civil Engineering and Management

Volumn 16, Issue 1, 2010, Pages 149-154

  Juozapaitis, Algirdas ^a   Idnurm, Siim ^b   Kaklauskas, Gintaris ^a   Idnurm, Juhan ^b   Gribniak, Viktor ^a  

^a VILNIUS GEDIMINAS TECHNICAL UNIVERSITY   (Lithuania)

^b TALLINN UNIVERSITY OF TECHNOLOGY   (Estonia)

Author keywords

Continual model; Discrete model; Flexible cable; Internal forces and displacements; Non linear analysis; Rigid cable; Suspension bridge

Indexed keywords

ANALYSIS METHOD; ANALYTICAL EXPRESSIONS; ANALYTICAL MODEL; CALCULATION MODELS; CONCENTRATED FORCE; DISCRETE MODELS; FLEXIBLE CABLE; INTERNAL FORCES; NUMERICAL TECHNIQUES; RIGID CABLE; STABILISATION; SUSPENSION CABLES;

BINARY CODES; SUSPENSION BRIDGES;

BRIDGE CABLES;

EID: 77950284453     PISSN: 13923730     EISSN: 18223605     Source Type: Journal    
DOI: 10.3846/jcem.2010.14     Document Type: Article

References (21)

1. Cobo del Arco, D.; Aparicio, A. C. 2001. Preliminary static analysis of suspension bridges, Engineering Structures 23(9):1096-1103. doi:10.1016/S0141- 0296 (01) 00009-8
2. nd edition. Chichester: John Wiley & Sons. 471 p.
3. Grigorjeva, T.; Juozapaitis, A.; Kamaitis, Z. 2006. Simplified engineering design method of suspension bridges with rigid cables under action of symmetrical and asymmetrical loads, The Baltic Journal of Road and Bridge Engineering 1(1):11-20.
4. Furst, A.; Marti, P.; Ganz, H. R. 2001. Bending of stay cables, Structural Engineering International 11(1):42-46.
5. Jennings, A. 1987. Deflection theory analysis of different cable profiles for suspension bridges, Engineering Structures 9(2):84-94. doi:10.1016/0141- 0296 (87) 90002-2
6. Juozapaitis, A.; Norkus, A. 2004. Displacement analysis of assymetrical loaded cable, Journal of Civil Engineering and Management 10(4):277-284.
7. Juozapaitis, A.; Vainiūnas, P.; Kaklauskas, G. 2006. A new steel structural system of a suspension pedestrian bridge, Journal of Constructional Steel Research 62(12):1257-1263. doi:10.1016/j.jcsr.2006.04.023 (Pubitemid 44584364)
8. Juozapaitis, A.; Norkus, A.; Vainiūnas, P. 2008. Shape stabilization of steel suspension bridge, The Baltic Journal of Road and Bridge Engineering 3(3):137-144. doi:10.3846/1822-427X.2008.3.137-144
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. doi:10.3846/1392-3730.2008.14.67-72
10. Kulbach, V. 007. Cable structures. Design and static analysis. Tallin: Estonian Academy Publishers. 224 p.
11. Kulbach, V.; Idnurm, J.; Idnurm, S. 2002. Discrete and continuous modeling of suspension bridge, in Proc. of the Estonian Academy of Sciences Engineering. Tallinn: EAS, 2: 121-133.
12. Mang, H. A. 2009. On contemporary computational mechanics, Journal of Civil Engineering and Management 15(1):113-128. doi:10.3846/1392-3730.2009.15. 113-128
13. Nevaril, A.; Kytyr, J. 2001. FEM analysis of bridge-type cable system, in Proc. of IABSE Conference Cable Supported Bridges - Challenging Technical Limits, 12-14 June 2001, Seoul, Korea. IABSE Reports 84: 154-155.
14. Prato, C. A.; Ceballos, M. A. 2003. Dynamic bending stresses near the ends of parallel bundle stay cables, Structural Engineering International 13(1):42-46. doi:10.2749/101686603777965008
15. Ryall, M. J.; Parke, G. A. R.; Harding, J. E. 2000. Manual of bridges engineering. London: Tomas Telford Ltd. 1007 p.
16. Troyano, L. F. 2003. Bridge engineering. A global perspective. London: Tomas Telford Ltd. 775 p.
17. Wollman, G. P. 2001. Preliminary analysis of suspension bridges, Journal of Bridge Engineering 6(4):227-233. doi:10.1061/(ASCE) 1084-0702 (2001) 6:4 (227)