Impact study for multi-girder bridge based on correlated road roughness

Structural Engineering and Mechanics

Volumn 11, Issue 3, 2001, Pages 259-272

  Liu, Chunhua ^a   Wang, Ton Lo ^a   Huang, Dongzhou ^b,c  

^a FLORIDA INTERNATIONAL UNIVERSITY   (United States)

^b FLORIDA DEPARTMENT OF TRANSPORTATION   (United States)

^c FUZHOU UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE BRIDGES; CORRELATION METHODS; DEGREES OF FREEDOM (MECHANICS); DYNAMIC LOADS; DYNAMIC RESPONSE; IMPACT TESTING; MATHEMATICAL MODELS; SPECIFICATIONS; STRUCTURAL ANALYSIS; SURFACE ROUGHNESS;

CORRELATED ROAD ROUGHNESS; MULTI-GIRDER BRIDGES;

HIGHWAY BRIDGES;

EID: 0035281154     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2001.11.3.259     Document Type: Article

References (18)

1. th Ed., American Association of State Highway and Transportation Officials, Washington, D. C.
2. AASHTO (1998), LRFD Bridge Design Specifications-Customary U.S. Units, 2nd Edition, Am. Assoc. of State Hwy. And Transp, Officials (AASHTO), Washington, D. C.
3. Chu, K.H., Garg, V.K. and Wang, T.L. (1986), "Impact in railway prestressed concrete bridges", J. Struct. Engrg., ASCE, 116(7), 1036-1051.
4. Clough, R.W. and Penzien, J. (1996), Dynamics of Structures, McGraw-Hill Book Co., 2nd Ed., New York, N.Y.
5. Dodds, C.J. and Robson, J.D. (1973), "The description of road surface roughness", Journal of Sound and Vibration, 31(2), November, 175-183.
6. Fenves, S.J., Veletsos, A.S.,and Siess, C.P. (1962), "Dynamic studies of bridges on the AASHTO test road", Report No. 71, Nat. Academy of Sci.-Nat. Res. Council, Washington, D. C.
7. Huang, D.Z., Wang, T.L. and and Shahawy, M. (1993), "Impact studies of multigirder concrete bridges", J. Struct. Engrg., ASCE, 119(8), 2387-2402.
8. Kovacs, I., Svensson, H. and Jordet, E. (1992), "Analytical aerodynamic investigation of cable-stayed Helgeland bridge", J. Struct. Engrg., ASCE, 118(1), 147-168.
9. Law, D.B., Williamson, H.J. and Hudson, W.R. (1975), "The characterization of road roughness on bridge decks and the adjoining pavement", Research Report No. FHWA-RD-75-SO409, Texas Highway Dept., Planning & Research Division, Austin, Texas.
10. Liu, C.H. (1995), "Nonlinear time-domain analysis of buffeting for long span bridges", Ph.D. dissertation, Tongji University, Shanghai, P. R. China.
11. Ruhl, J. (1974), "Stress histories for highway bridges subjected to traffic loading", Ph.D. dissertation, University of Illinois, Urbana, Ill.
12. Wang, T.L. (1990), "Ramp/bridge interface in railway prestressed concrete bridges", J. Struct. Engrg., ASCE, 116(6), 1648-1659.
13. Wang, T.L., Garg, V.K. and Chu, K.H. (1991), "Railway bridge/vehicle interaction studies with a new vehicle model", J. Struct. Engrg., ASCE, 117(7), 2099-2116.
14. Wang, T.L. and Huang, D.Z. (1992), "Computer modeling analysis in bridge evaluation", Research Report No. FL/DOT/RMC/0542-3394, Florida Dept. of Transp., Tallahassee, Fla.
15. Wang, T.L., Huang D.Z. and Shahawy, M. (1992), "Dynamic response of multigirder bridges", J. Struct. Engrg., ASCE, 118(8), 2222-2238.
16. Wang, T.L., Huang D.Z. and Shahawy, M. (1993), "Vibration and impact in multigirder steel bridges", Transp. Research Record, Transp. Research Board (TRB), National Research Council, Washinton, D.C., No. 1393, Aug., 96-103.
17. Wang, T.L. et al. (1996), "Dynamic response of highway girder bridges", International J. of Computers and Structures, 60(6), 1021-1027.
18. U.S. Dept. Of Transp. (1990), Standard Plans for Highway Bridge Superstructures, Federal Highway Admin., Washington, D. C.