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Federal Highway Administration Research and Technology
Coordinating, Developing, and Delivering Highway Transportation Innovations

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This report is an archived publication and may contain dated technical, contact, and link information
Publication Number: FHWA-HRT-05-083
Date: August 2007

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References and Other Sources

REFERENCES

(1)PTI Guide Specification (2001). Recommendations for Stay Cable Design, Testing and Installation. Post-Tensioning Institute Committee on Cable-Stayed Bridges, 4th edition.
  
(2)Wianecki, J. (1979). “Cables wind excited vibrations of cable-stayed bridges.” Proceedings of the 5th International Conference of Wind Engineering, Colorado, 1381– 1393.
  
(3)Hikami, Y. & Shiraishi, N. (1988). “Rain/wind-induced vibrations of cables in cablestayed bridges.” Journal of Wind Engineering and Industrial Aerodynamics, 29, 409– 418.
  
(4)Matsumoto, M., Daito, Y., Kanamura, T., Shigemura, Y, Sakuma, S, & Ishizaki, H. (1997). “Wind-induced vibration of cables of cable-stayed bridges.” Proceedings of 2nd European and African Conference on Wind Engineering, Genova, Italy, 1791–1798.
  
(5)Matsumoto, M., Shirato, H., Saitoh, T., Kitazawa, M., & Nishizaki, T. (1993). “Response characteristics of rain/wind-induced vibration of stay-cables of cable-stayed bridges.” Wind Engineering: 1st European and African Regional Conference (IAWE), Cook, N. J. (ed.), 411–420.
  
(6)Matsumoto, M., Shiraishi, N., Kitazawa, M., Knisely, C., Shirato, H., Kim, Y., & Tsujii, M. (1990). “Aerodynamic behaviour of inclined circular cylinders-cable aerodynamics.” Journal of Wind Engineering and Industrial Aerodynamics, 33, 63–72.
  
(7)Matsumoto, M., Shiraishi, N., & Shirato, H. (1992). “Rain/wind-induced vibration of cables of cable-stayed bridges.” Journal of Wind Engineering and Industrial Aerodynamics: Proceedings of the 8th International Conference on Wind Engineering, London, Ontario, 44.
  
(8)Flamand, O. (1994). “Rain/wind-induced vibration of cables.” Proceedings of the International Conference on Cable-Stayed and Suspension Bridges (AFPC), Deauville, France, October, 2, 523–531.
  
(9)Verwiebe, C. & Ruscheweyh, H. (1997). “Recent research results concerning the exciting mechanisms of rain/wind-induced vibrations.” Proceedings of the 2 EACWE, Genova, Italy, 1783–1789.
  
(10)Simiu, E. & Scanlan, R. H. (1996). Wind Effects on Structures, 3rd Edition. Wiley Interscience.
  
(11)Hikami, Y. & Shiraishi, N. (1987). “Rain/wind-induced vibrations of cables in cablestayed bridges.” Seventh International Conference on Wind Engineering, Aachen, Germany, 293–302.
  
(12)Matsumoto, M., Shiraishi, N., & Shirato, H. (1989). “Inclined-cable aerodynamics: Structural design, analysis & testing proceedings.” Proceedings of the ASCE Structures Congress, San Francisco, CA.
  
(13)Saito, T., Matsumoto, M., & Kitazawa, M. (1994). “Rain-wind excitation of cables on cable- stayed Higashi-Kobe Bridge and cable vibration control.” Proceedings of the International Conference on Cable-Stayed and Suspension Bridges (AFPC), Deauville, France, 2, 507–514.
  
(14)Irwin, P. A. (1997). “Wind vibrations of cables on cable-stayed bridges.” Proceedings of Structural Congress XV, Portland, OR, 383–387.
  
(15)Cooper, K. R. (c.1985). A note on the wind-induced vibrations of bundled bridge stay cables. National Research Council of Canada, Note provided to RWDI.
  
(16)Matsumoto, M. (1998). “Observed behaviour of prototype cable vibration and its generation mechanism.” Bridge Aerodynamics, Larsen & Esdahl (eds), Balkema, Rotterdam, 189–211.
  
(17)Miyata, T., Yamada, H. & Hojo, T. (1994). “Aerodynamic response of PE stay cables with pattern-indented surface.” Proceedings of the International Conference on Cablestayed and Suspension Bridges (AFPC), Deauville, France, 2, 515–522.
  
(18)Kumarasena, T. (1999). Design considerations for new bridges. Proceedings of the First Workshop on Rain-Wind Vibrations in Cable Stayed Bridges, Atlanta, GA.
  
(19)Larose, G. L. & Smitt, L. W. (1999). “Rain/wind-induced vibrations of the parallel stay cables for the Oresund High Bridge.” Proceedings of the 1999 IABSE Conference, Malmo, Sweden.
  
(20)Connors, H. J. (1970). “Fluidelastic vibration of tube arrays excited by crossflow.” Winter Annual Meeting of the American Society of Mechanical Engineers (ASME), New York, NY.
  
(21)Jones, N. P. & Main, J. A. (2002). “Evaluation of mitigation strategies for stay-cable vibration.” Proceedings of the 2002 ASCE Structures Congress, Denver, CO.
  
(22)Miyata, T. & Yamada, H., (1995). “On aerodynamically stable PE stay cables with decreased drag force by introduction of newly developed lumped surface roughness.” Proceedings of Symposium on Cable Dynamics, Liege, Belgium, October.
  
(23)Pinto da Costa, A., Martins, J. A. C., Branco, F. A., & Lilien, J. L. (1996). “Oscillations of bridge stay cables induced by periodic motions of deck and/or towers.” Journal of Engineering Mechanics, 122(7), 613–622.
  
(24)Davenport, A. G. (1995). “The dynamics of cables in wind.” Proceedings of Symposium on Cable Dynamics, Liege, Belgium, October.
  
(25)Yamaguchi, H. & Nagahawatta, H. D. (1995). “Damping effects of cable crossties in cable-stayed bridges.” Journal of Wind Engineering and Industrial Aerodynamics, 54/55, 35–43.
  
(26)Stiemer, S. F., Taylor, P., & Vincent, D. H. C. (1988). “Full-scale dynamic testing of theAnnacis Bridge.” Proceedings of 13th International Association for Bridge andStructural Engineering, P–122.
  
(27)Irwin, P. A., Lankin, J. B., & Garber, J., (2002). “Wind tunnel investigation of inclined stay-cable galloping.” Proceedings of the 2002 ASCE Structures Congress, Denver, CO.
  
(28)Scruton, C. (1981). An Introduction to Wind Effects on Structures. Published for the Design Council, British Standards Institution, and Council of Engineering Institutions.
  
(29)Larose, G. L. & Zan, S. J. (2001). “The aerodynamic forces on the stay cables of cablestayed bridges in the critical Reynolds number range.” Proceedings of 4th International Symposium on Cable Aerodynamics, Montreal, Canada.
  
(30)Yamaguchi, H. & Fujino, Y. (1998). “Stayed cable dynamics and its vibration control.” Proceedings International Symposium on Advances in Bridge Aerodynamics, Balkema, Rotterdam, Netherlands, 235–253.
  
(31)Carne, T. G. (1981). Guy Cable Design and Damping for Vertical Axis Wind Turbines. SAND80-2669, Sandia National Laboratories, Albuquerque, NM.
  
(32)Kovacs, I. (1982). “Zur frage der seilschwingungen und der seildämpfung.” Bautechnik, 10, 325–332 (in German).
  
(33)Pacheco, B. M., Fujino, Y., & Sulekh, A. (1993). “Estimation curve for modal damping in stay cables with viscous damper.” Journal of Structural Engineering, ASCE, 119(6), 1961–1979.
  
(34)Yoneda, M. & Maeda, K. (1989). “A study on practical estimation method for structural damping of stay cable with damper.” Proceedings of Canada-Japan Workshop on Bridge Aerodynamics, Ottawa, Canada, 119–128.
  
(35)Xu, Y. L., Ko, J. M., & Yu, Z. (1997). “Modal damping estimation of cable-damper systems.” Proceedings of 2nd International Symposium on Structures and Foundations in Civil Engineering, China Translation and Printing Services Ltd., Hong Kong, China, 96– 102.
  
(36)Krenk, S. (2000). “Vibrations of a taut cable with an external damper.” Journal of Applied Mechanics, 67, 772–776.
  
(37)Sergev, S. S. & Iwan, W. D. (1981). “The natural frequencies and mode shapes of cables with attached masses.” Journal of Energy Resources Technology, 103(3), 237–242.
  
(38)Iwan, W. D. & Jones, N. P. (1984). NATFREQ Users Manual–A Fortran IV Program for Computing the Natural Frequencies, Mode Shapes, and Drag Coefficients for Taut Strumming Cables with Attached Masses and Spring-Mass Combinations. Naval Civil Engineering Laboratory, Report Number CR 94.026.
  
(39)Rayleigh, J. W. S. (1877). The Theory of Sound–Volume I. Dover Publications, Inc., New York, NY, (1945 reprint).
  
(40)Tabatabai, H. & Mehrabi, A. B. (2000). “Design of mechanical viscous dampers for stay cables.” Journal of Bridge Engineering, ASCE, 5(2), 114–123.
  
(41)Main, J. A. & Jones N. P. (2002a). “Free Vibrations of a Taut Cable with Attached Damper. I: Linear Viscous Damper.” Journal of Engineering Mechanics, ASCE, 128(10), 1062–1071.
  
(42)Kovacs, I., Strømmen, E., & Hjorth-Hansen, E. (1999). “Damping devices against cable oscillations on Sunningesund Bridge.” Proceedings of 3rd International Symposium on Cable Dynamics, A.I.M, Liège, Belgium, 145–150.
  
(43)Main, J. A. & Jones N. P. (2002b) “Free Vibrations of a Taut Cable with Attached Damper. II: Nonlinear Damper.” Journal of Engineering Mechanics, ASCE, 128(10), 1072–1081.
  
(44)Gimsing, N. J. (1983). Cable Supported Bridges–Concept and Design. John Wiley & Sons, New York, NY.
  
(45)Ehsan, F. & Scanlan, R. H. (1990). “Damping stay cables with ties.” Proceedings of the 5th U.S.-Japan Bridge Workshop, 203–217.
  
(46)Hirsch, G. (1991). “Cable vibration overview.” Proceedings of the 8th International Conference on Wind Engineering (ICWE8–July), The University of Western Ontario, London, Canada, 453–464.
  
(47)Virlogeux, M. (1998). “Cable vibrations in cable-stayed bridges.” Bridge Aerodynamics, Larsen & Esdahl (eds), Balkema, Rotterdam, 213–233.
  
(48)Yamaguchi, H. & Jayawardena, L. (1992). “Analytical estimation of structural damping in cable structures.” Journal of Wind Engineering and Industrial Aerodynamics, 41–44, 1961–1972.
  
(49)Zingoni, A. (1996). “An efficient computational scheme for the vibration analysis of high tension cable nets.” Journal of Sound and Vibration, 189(1), 55–79.
  
(50)Mesarovic S. Dj. & Gasparini, G. A. (1990). “Dynamic behavior of nonlinear cable system (I and II).” Journal of Engineering Mechanics, ASCE 118(5), 890–920.
  
(51)Abold-Ghaffar, A. M. & Khalifa, M. A. (1991). “Importance of cable vibration in dynamics of cable-stayed bridges.” Journal of Engineering Mechanics, ASCE, 117(11), 2571–2589.
  
(52)Caracoglia, L. & Jones, N. P. (2005). “In-plane dynamic behavior of cable networks. Part 1: Formulation and basic solutions.” Journal of Sound and Vibration, 279, 969-991.
  
(53)Johnson, E. A., Spencer, B. F., Jr., & Fujino, Y. (1999). “Semiactive damping of stay cables: a preliminary study.” Proceedings 17th International Modal Analysis Conference, Society for Experimental Mechanics, Inc., Bethel, CT, 417–423.
  
(54)Main, J. A. & Jones, N. P. (2001). “Stay cable vibration in cable-stayed bridges: Characterization from full-scale measurements and mitigating strategies.” Journal of Bridge Engineering, ASCE, 6(6), 375–387.
  
(55)Caracoglia, L. & Jones, N. P. (2005). “In-plane dynamic behavior of cable networks. Part 2: Prototype prediction and validation.” Journal of Sound and Vibration, 279, 993-1014.
  
(56)Main, J. A. & Jones, N. P. (2000). “A comparison of full-scale measurements of stay cable vibration.” Proceedings of Structures Congress 2000, ASCE.
  
(57)Dean, D. L. (1962). “Static and dynamic analyses of guy cables.” Transactions, Paper 3375, Volume 127, Part II, ASCE.
  
(58)Gimsing, N. J. (1997). Cable Supported Bridge –Concept and Design, 2nd ed., John Wiley & Sons, New York, NY.
  
(59)Irvine, H. M. (1981). Cable Structures. Dover Publications, New York, N.Y., 94–97.
  
(60)Zui, H., Shinke, T., & Namita, Y. (1996). “Practical formulas for estimation of cable tension by vibration method.” Journal of Structural Engineering, June, 651–656.
  

OTHER SOURCES

Blevins, R. D. (1977). Flow-Induced Vibration, John Wiley and Sons.

Bosdogianni, A., & Olivari, D. (1996). “Wind- and rain- induced oscillations of cables of stayed bridges.” Journal of Wind Engineering and Industrial Aerodynamics, 64, 171–185.

Davis, D. A., Richards, D. J. W., & Scriven, R. A. (1963). “Investigation of conductor oscillation on the 275 KV crossing over the River Severn and Wye.” Proc I.E.E. (110), 205–219.

Den Hartog, J. P. (1932). “Transmission line vibration due to sleet.” AIEE Transaction (51),1074–1076.

Ehsan, F., Scanlan, R. H., & Bosch, H. R. (1990). “Modeling spanwise correction effects in the vortex-induced response of flexible bridges.” Journal of Wind Engineering and Industrial Aerodynamics, Vol. 36.

Geurts, C., Vrouwenvelder, T., Staalduinen, P., Reusink, J. (1998). “Numerical modeling of rain-wind-induced vibration: Erasmus Bridge, Rotterdam.” Structural Engineering International, SEI 8(2), 129–135.

Hardy, C., & Bourdon, P. (1979). “The influence of spacer dynamic properties in the control of bundle conductor motion.” IEEE PES Summer Meeting, Vancouver, British Columbia, Canada, July.

Hardy, C., Watts, J. A., Brunelle, J., & Clutier, L. J. (1975). “Research on the dynamics of bundles conductors at the Hydro-Quebec Institute of Research.” Trans. E. & O. Div., CEA, Vol.14, Part 4.

Hikami, Y. (1986). “Rain vibrations of cables of cable stayed bridge.” Journal of Wind Engineering, JA WE, No.27 (in Japanese).

Hirsch, G. (1992). “Recent advances in control of wind-induced vibrations of guyed masts.” Journal of Wind Engineering and Industrial Aerodynamics, 43(3), 2113–2123.

Hirsch, G. (1994). “Cable vibration overview.” Proceedings of the International Conference on Cable-stayed and Suspension Bridges (AFPC), Deauville, France, Vol. 2, 453–464.

Hjorth-Hansen, E., Strmmen, E., Myrvoll, F., Hansvold, C., & Ronnebrant, R. (2001). “Performance of a friction damping device for the cables on Uddevalla cable-stayed bridge.” Proceedings of 4th International Symposium on Cable Dynamics, A.I.M, Liège, Belgium, 179–186.

Irwin, P. A., Nedim, A., & Telang, N., (1999). “Wind induced stay cable vibrations–A case study.” Proceedings of 3rd International Symposium on Cable Aerodynamics, Trondheim, 1999, 171–176.

Kobayashi, H., Minami, Y., & Miki, M. (1995). “Prevention of rain-wind induced vibration of an inclined cable by surface processing.” Proceedings of the 9th International Conference on Wind Engineering, New Delhi, India, 753–758.

Langso, H., & Larsen, O. (1987). “Generating mechanisms for cable-stay oscillations at the Faro Bridge.” Proceedings of the International Conference on Cable-Stayed Bridges, Bangkok, 1023–1033.

Leblond, A. & Hardy, C. (1999). “On the estimation of a (J ~ 45°) complex matrix of symmetric Stockbridge-type dampers.” Proceedings of the 3rd International Symposium on Cable Dynamics, Trondheim, 139–144.

Lilien, J. L. (1997). “Galloping of overhead electrical lines, mechanisms, wind tunnel experiments–field measurements.” Proceedings of the 2nd International Seminar on Cable Dynamics, Tokyo, 37–48.

Main, J. A., & Jones, N. P. (1999). “Full-scale measurements of stay cable vibration.” Proceedings of the 10th International Conference on Wind Engineering, Balkema, Rotterdam, Netherlands, 963–970.

Meirovitch, L. (1970). Methods of analytical dynamics. New York: McGraw-Hill.

Miyasaka, Y., Ohshima, K., & Nakabayashi, S. (1987). “Experimental study on Ajikawa Bridge cable vibration.” Hanshin Express-Way Public Corp. Eng. Report No.7.

Novak, M., & Tanaka, H. (1974). “Effect of turbulence on galloping instability.” Journal of Engineering Mechanics, ASCE, (100) EM1, February, 27–47.

Novak, M., Davenport, A.G.,& Tanaka, H. (1978). “Vibrations of towers due to galloping of iced guy cables.” Journal of Engineering Mechanics, ASCE, (104) EM2, April, 457–473.

Ohashi, M. (1991). “Cables for cable-stayed bridges.” Cable-Stayed Bridges: Recent Development and Their Future, Ito, M. et al. (eds), 125–150.

Ohshima, K., & Nanjo, M. (1987). “Aerodynamic stability of the cables of a cable-stayed bridge subject to rain (A case study of the Aji River Bridge).” Proceedings of the US–Japan Joint Seminar on Natural Resources.

Ozkan, E., Main, J. A., & Jones, N. P. (2001). “Full-scale measurements on the Fred Hartman Bridge.” Proceedings of the Asia-Pacific Conference of Wind Engineering, October, Kyoto University, Japan.

Ozkan, E., Main, J. A., & Jones, N. P. (2001). “Long-term measurements on a cable-stayed bridge.” Proceedings of the IMAC-XIX Conference, February, Orlando, FL.

Ozkan, E., Main, J. A. & Jones, N. P. (2001). “Investigation of cable-deck interaction using fullscale measurements on a cable-stayed bridge.” Proceedings of the 1st Americas Conference on Wind Engineering 2001–American Association for Wind Engineering (AAWE), Clemson University, SC.

Poston, R. W. (1998). “Cable-stay conundrum.” Civil Engineering, ASCE, 68(8), 58–61.

Ruscheweyh, H., & Hirsch, G. (1974). Vibration measurements at the cable stayed Koehlbrand Bridge in Hamburg. Technical Report, Institute for Lightweight Structures, RWTH Aachen (in German).

Ruscheweyh, H., & Verwiebe, C. (1995). “Rain-wind-induced vibrations of steel bars.” Proceedings of the International Symposium on Cable Dynamics, Liege, Belgium, 469–472.

Ruscheweyh, H. (1999). “The mechanism of rain-wind-induced vibration.” Wind Engineering Into the 21st Century, Larsen, Larose, & Livesey (eds), Balkema, Rotterdam, 1041–1047.

Strouhal,V. (1898). “Uber eine besondere Art der Tonerregung.” Annl. Phys., Vol. 5.

Stubler, J., Ladret, P., Domage, J. B., & Peltier, M. (1999). An Introduction to Wind Effects on Structures. Pub1ished for the Design Council, British Standards Institution and Council of Engineering Institutions.

Verwiebe, C., & Ruscheweyh, H. (1998). “Bridge stay cable vibration: Phenomena, criteria and damper technology.” Proceedings of the 3rd International Symposium on Cable Dynamics, Troudheim, 163–170.

Wardlaw, R. L., Cooper, K. R., & Scanlan, R. H. (1973). “Observations on the problem of subspan oscillation of bundled power conductors.” DME/NAE Quarterly Bulletin No. 1.

Whitlock, Dalrymple, Poston, & Associates, Inc. (1998). Evaluation and Repair of Stay-Cable Vibrations of Fred Hartman Bridge and Veterans Memorial Bridge, Report 1, January 8, Texas Department of Transportation.

Yamada, H. (1997). “Control of wind-induced cable vibrations from a viewpoint of the wind resistance design of cable-stayed bridges.” Proceedings of the 2nd International Seminar on Cable Dynamics, Tokyo, 129–138.

Yoshimura, T., Inoue, A., Kaji, K., & Savage, M. G. (1989). “A study on the aerodynamic stability of the Aratsu Bridge.” Proceedings of Japan–Canada Joint Workshop on Bridge Aerodynamics, 41–50.

Yoshimura, T., Savage, M., & Tanaka, H. (1995). “Wind-induced vibrations of bridgestay-cables.” Proceedings of the International Symposium on Cable Dynamics,Liege, Belgium, 437–444.

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