Multimode coupled flutter and buffeting analysis of the Akashi-Kaikyo bridge

Journal of Structural Engineering

Volumn 125, Issue 1, 1999, Pages 60-69

  Katsuchi, Hiroshi ^a   Jones, Nicholas P ^b   Scanlan, Robert H ^b  

^a YOKOHAMA NATIONAL UNIVERSITY   (Japan)

^b Johns Hopkins University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING (DEFORMATION); BUFFETING; DAMPING; DYNAMIC RESPONSE; FLUTTER (AERODYNAMICS); FREQUENCY DOMAIN ANALYSIS; MATHEMATICAL MODELS; STRUCTURAL ANALYSIS; TORSIONAL STRESS; WIND STRESS;

LATERAL AERODYNAMIC DAMPING; LONG-SPAN BRIDGES;

SUSPENSION BRIDGES;

AERODYNAMICS; BRIDGE; FLUTTER; WIND LOAD;

EID: 0032937406     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(asce)0733-9445(1999)125:1(60)     Document Type: Article

References (25)

1. Chen, Z. Q. (1994). "The three dimensional analysis of behaviours investigation on the critical flutter state of bridges." Proc., Symp. on Cable-Stayed Bridges, Shanghai, China, 10-13.
2. Honshu-Shikoku Bridge Authority (HSBA) and Bridge and Offshore Engineering Association (BOEA). (1992). Report on full-model wind tunnel testing of the Akashi-Kaikyo Bridge: Results of turbulent flow tests (in Japanese).
3. Honshu-Shikoku Bridge Authority (HSBA) and Ishikawajima-Harima Heavy Industries Co., Ltd. (IHI). (1993). Report on measurement of flutter derivatives of the Akashi-Kaikyo Bridge (in Japanese).
4. Jain, A. (1996). "Multi-mode aeroelastic and aerodynamic analysis of long-span bridges," PhD thesis, The Johns Hopkins University, Baltimore.
5. Jain, A., Jones, N. P., and Scanlan, R. H. (1996). "Computed flutter and buffeting analysis of long-span bridges." J. Struct. Engrg., ASCE, 122(7), 716-725.
6. Jones, N. P., Jain, A., and Scanlan, R. H. (1992). "Comparison of wind cross-spectral data with models," Proc., Probability Mech. Spec. Conf., ASCE, New York.
7. Jones, N. P., Jain, A., and Scanlan, R. H. (1994). "Multi-mode aerodynamic analysis of long-span bridges." Proc., Struct. Congr., ASCE, New York.
8. Jones, N. P., and Scanlan, R. H. (1991). "Issues in the multimode aeroelastic analysis of cable-stayed bridges." Infrastructure '91, Int. Workshop on Technol. for Hong Kong's Infrastructure Devel., Commercial Press, Hong Kong, 281-290.
9. Kaimal, J. C., Wyngaard, J. C., Izumi, Y., and Cote, O. R. (1972). "Spectral characteristics of surface-layer turbulence." Quarterly J. Royal Meteorological Soc., 98, 563-589.
10. Katsuchi, H. (1997). "An analytical study on flutter and buffeting of the Akashi-Kaikyo Bridge," MS thesis, The Johns Hopkins University, Baltimore.
11. Katsuchi, H., Jones, N. P., Scanlan, R. H., and Akiyama, H. (1998). "A study of mode coupling in flutter and buffeting of the Akashi-Kaikyo Bridge." J. Struct. Mech. and Earthquake Engrg., JSCE, 15(2), 598/I-44.
12. Lin, Y. K., and Yang, J. N. (1983). "Multimode bridge response to wind excitation." J. Engrg. Mech. Div., ASCE, 109(2), 586-603.
13. Miyata, T. (1991). "Design considerations for wind effects on long-span cable-stayed bridges." Proc., Cable-Stayed Bridges - Recent Devel. and Their Future, Elsevier, New York, 235-256.
14. Miyata, T. (1995). "Full model testing of large cable-supported bridges." Stale of the Art in Wind Engrg.; Ninth Int. Conf. on Wind Engrg., New Delhi, 249-280.
15. Miyata, T., Kiyagawa, M., Yamada, H., Kanazaki, T., and Toriumi, R. (1994b). "Design considerations on 3-dimensional gust response in the Akashi-Kaikyo Bridge." Proc., Symp. on Cable-Stayed and Suspension Bridges, Association Francaise Pour la Construction, Deauville, France.
16. Miyata, T., Tada, K., Sato, H., Katsuchi, H., and Hikami, Y. (1994a). "New findings of coupled-flutter in full model wind tunnel tests on the Akashi Kaikyo Bridge." Proc., Symp. on Cable-Stayed and Suspension Bridges, Association Francaise Pour la Construction, Deauville, France, 163-170.
17. Namini, A. Albrecht, P., and Bosch, H. (1992). "Finite element-based flutter analysis of cable-suspended bridges." J. Struct. Engrg., ASCE, 118(6), 1509-1526.
18. Roberts, J. B., and Surry, D. (1973). "Coherence of grid-generated turbulence." J. Engrg. Hydr., ASCE, 99(6), 1227-1245.
19. Sato, H., Matsuno, Y., and Kitagawa, M. (1994). "Evaluation of aerodynamic admittance for deck of the Akashi-Kaikyo Bridge." Proc., 13th Symp. of Japanese Assoc. for Wind Engrg., 131-135 (in Japanese).
20. Scanlan, R. H. (1987). "Interpreting aeroelastic model of cable-stayed bridges." J. Engrg. Mech., ASCE, 113(4), 555-575.
21. Scanlan, R. H. (1997). "Amplitude and turbulence effects upon bridge flutter derivatives." J. Struct. Engrg., ASCE, 123(2), 232-236.
22. Scanlan, R. H., and Jones, N. P. (1990). "Aeroelastic analysis of cable-stayed bridges." J. Struct. Engrg., ASCE, 116(2), 279-297.
23. Scanlan, R. H., Jones, N. P., and Lorendeaux, O. (1997). "Comparison of taut-strip and section-model-based approaches in long-span bridge aerodynamics." J. Wind Engrg. and Industrial Aerodynamics, 72, 275-287.
24. Singh, L., Jones, N. P., Scanlan, R. H., and Lorendeaux, O. (1996). "Identification of lateral flutter derivatives of bridge decks." J. Wind Engrg. and Industrial Aerodynamics, 60, 81-89.
25. Tanaka, H., Yamamura, N., and Shiraishi, N. (1993). "Multi-mode flutter analysis and two and three dimensional model tests on bridges with non-analogous modal shapes." J. Struct. Mech. and Earthquake Engrg., JSCE, 10(2), 35-46.