Vibration of horizontally curved box girder bridges due to vehicles

Computers and Structures

Volumn 68, Issue 5, 1998, Pages 513-528

  Huang, Dongzhou ^a,d   Wang, Ton Lo ^b   Shahawy, M ^c  

^a Structural Department   (United States)

^b FLORIDA INTERNATIONAL UNIVERSITY   (United States)

^c FLORIDA DEPARTMENT OF TRANSPORTATION   (United States)

^d TONGJI UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

DEGREES OF FREEDOM (MECHANICS); DYNAMIC LOADS; DYNAMIC RESPONSE; MATHEMATICAL MODELS; PROBABILITY DENSITY FUNCTION; STRESS ANALYSIS; STRUCTURAL ANALYSIS; TORSIONAL STRESS; VIBRATIONS (MECHANICAL);

HORIZONTALLY CURVED BOX GIRDER BRIDGES;

BOX GIRDER BRIDGES;

EID: 0032165671     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0045-7949(98)00065-0     Document Type: Article

References (32)

1. Konishi I, Komatsu S. On fundamental theory of thin-walled curved girder. Transactions of the Japanese Society of Civil Engineers 1962;87:35-48 (in Japanese).
2. Meyer C, Scordelis AC Analysis of curved folded plate structures. Journal of the Structural Division. ASCE. 1971;97(ST10);2459-580.
3. Chu KH, Pinjarkar SG. Analysis of horizontally curved box girder bridges Journal of the Structural Division. ASCE. 1971;97(ST10);2481-501.
4. Shore S, Lansberry CR. A fully compatible annular segment finite element. Consortium of University of Pennsylvania, Philadelphia, PA, 1972.
5. Bazant ZP, Nimeiri ME. Stiffness Method for curved girder at initial stress. Journal of Structural Division. ASCE. 1974;100(ST10):71-90.
6. Scordelis AC. Analytical solution for box girder bridges. In: Developments in Bridge Design and Construction, Crosby, Lockwood and Son Ltd. University College, Cardiff, Wales, 1974.
7. Li GH. Analysis of box girder and truss bridges. China Academic Publishers. Heidelberg: Springer, 1987.
8. Heins CP, Oleinik JC. Curved box beam bridge analysis. Journal of Computers and Structures 1976;6:65-73.
9. Dabrowski R, Curved Thin-walled Girders, Translation No. 144, Cement and Concrete Association, London, 1968.
10. Komatsu S, Hakai H. Study on free vibration of curved girder bridges. Transactions of the Japanese Society of Civil Engineers 1966;136:36-60.
11. Komatsu S, Nakai H, Kotoguchi H. Study on dynamic response and impact of horizontally curved girder bridges. Transactions of the Japanese Society of Civil Engineers 1971;3(Part 2):132-3.
12. Fam ARM. Static and free vibration analysis of curved box girder bridges. In: Structural Dynamic Series No. 73-2. Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, Quebec, Canada, Mar., 1973.
13. Rabizadeh RO, Shore S. Dynamic analysis of curved box-girder bridges. Journal of the Structural Division, ASCE 1975;101(ST9):1899-912.
14. Li GH, Shi D, Heins CP. Finite element analysis of seismic response of curved girder bridge. Journal of Tongji University 1984;1:1-16.
15. Shelling DR, Galdos NH, Shahin MA. Evaluation of impact factors for horizontally curved steel box girder bridges. Journal of Structural Engineering. ASCE. 1992;118(11):3203-21.
16. Huang DZ, Wang TL, Shahaway M, Dynamic behavior of horizontally curved I-girder bridges. Journal of Computers and Structures. 1992;57(4):703-14.
17. Huang DZ, Wang TL, Shahaway M. Vibration of thin-walled box girder-bridges excited by vehicles. Journal of of Structural Engineering. ASCE. 1995;121(9):1330-7.
18. Wang TL, Huang DZ. Computer modeling analysis in bridge evaluation. In: Research Report No. FL/DOT/ RMC/0542-3394. Florida Dept. of Transp., Tallahassee, FL, 1992.
19. Vlasov VZ. Thin-walled elastic beams. National Science Foundation, Washington, DC., 1961.
20. Lie KH. Analysis of stress, stability, and vibration of truss bridges. Journal of Scientia Sinica 1977;XXI(6):758-66.
21. Huang DZ, Li GH, Elasto-plastic lateral stability of truss bridges, Selected Papers of Tongji University, Tongji University Press, Shanghai China, (in English), 1989;23-35.
22. Wang TL, Huang DZ, Shahaway M. Dynamic analysis of continuous and cantilever thin-walled box girder Bridges. Journal of Bridge Engineering. ASCE. 1996;1(2):67-75.
23. Weaver W, Johnston PR. Structural dynamics by finite elements. Englewood Cliffs: Prentice-Hall, 1987.
24. Shi D, Shi ZY, Huang DZ. Application of Computers in Bridge. Tongji University Publishing House, Shanghai, China, 1987.
25. Huang DZ, Wang TL, Shahaway M, Impact studies of multigirder Concrete bridges. Journal of Structural Engineering. ASCE. 1993;119(8):2387-402.
26. Wang TL, Huang DZ, Shahaway M. Dynamic response of multigirder bridges. Journal of Structural Engineering. ASCE. 1992;118(8):2222-38.
27. Wang TL, Huang DZ, Shahaway M. Dynamic behavior of slant-lagged rigid frame highway bridge. Journal of Structural Engineering. ASCE. 1994;120(3):885-902.
28. Podolny W, Muller JM. Construction and design of pre-stressed concrete segmental bridges. New York: John Wiley & Sons, Inc., 1984.
29. Clough RW, Penzien J, Dynamics of structures, New York: McGraw-Hill, 1993.
30. Ruhl J. Stress histories for highway bridges subjected to traffic loading. Ph.D. Dissertation. Illinois, Urbana, Ill., 1974.
31. Bathe KJ. Finite element procedures in engineering analysis. Englewood Cliffs: Prencice-Hall, 1982.
32. Guide Specifications for Horizontally Curved Highway Bridges. American Association of State Highway and Transportation Officials. Washington, D.C., 1986.