Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.
63 Aas-Jakobsen, K., E. Jordet, and S.K. Rambjor, âFull-Scale Measurements of the Behavior of the Helgeland Bridge, A Cable Stayed Bridge Located in a Harsh Environmentâ [Online]. Available: http://www.aas-jakobsen.no/Bridges/ Publications/Helgeland_Bridge/full_scale_measurements. Akers, D.W. and C.A. Rideout, âInnovative Nondestructive Inspection Technology for Quantifying Deterioration in Bridge Structures and Cables Using Induced Positron Anni- hilation Technologies,â Proceedings of Structural Materials Technology (SMT): NDE/NDT for Highways and Bridges, Buffalo, N.Y., Sep. 2004. Andersen, E.Y., D.L. Hommel, and E.M. Veje, âEmer- gency Rehabilitation of the ZarateâBrazo Largo Bridges, Argentina,â Proceedings of the IABSE Conference, Cable- Stayed Bridges, Past, Present, and Future, Malmo, Sweden, June 1999, pp. 698â706. Angelo, W., âLasers Ensure Stay Cable Safety,â Engineering News Record, Vol. 239, No. 4, July 28, 1997, pp. 10â11. âB&N Creates Custom Device for Florida Cable-Stay Inspec- tion,â brochure, Burgess & Niple, Columbus, Ohio, 2005. Bartels, K.A., H. Kwun, and J.J. Hanley, âMagnetostrictive Sensors for the Characterization of Corrosion in Rebars and Prestressing Strands,â SPIE Proceedings, Vol. 2946, 1996, pp. 40â50. Barton, J.R., C.M. Teller, and S.A. Suhler, Design, Develop, and Fabricate a Prototype Nondestructive Inspection and Monitoring System for Structural Cables and Strands of Suspension Bridges, Report FHWA-RD-89-158, Federal Highway Administration, Washington, D.C., 1989, 133 pp. Barton, S.C., G.W. Vermaas, P.F. Duby, A.C. West, and R. Betti, âAccelerated Corrosion and Embrittlement of High- Strength Bridge Wire,â Journal of Materials in Civil Engi- neering, Vol. 12, No. 1, Feb. 2000, pp. 33â38. Bergamini, A., R. Christen, and M. Motavalli, âA Simple Approach to the Automatic Recognition of Flaws in Large Diameter Steel Cables,â 2003 [Online]. Available: http://www.ndt.net/article/ndtce03/papers/p019/p019.htm. Bierwagen, D., âBurlington Cable-Stayed Bridge Design and Construction Summary,â Iowa Department of Trans- portation Office of Bridges and Structures, informational report prepared for FHWA and others, 33 pp., nd. Bloomstine, M.L. and E. Stoltzner, âThe Faroe Cable-Stayed BridgeâMaintenance Experience with Major Compo- nents,â Proceedings of the IABSE Conference, Cable-Stayed Bridges, Past, Present, and Future, Malmo, Sweden, June 1999, pp. 688â697. Bournand, Y., âDevelopment of New Stay Cable Dampers,â Proceedings of the IABSE Conference, Cable-Stayed Bridges, Past, Present, and Future, Malmo, Sweden, June 1999, pp. 559â566. Bridge Design and Engineering, London, United Kingdom, 2005 [Online]. Available: http://www.bridgeweb.com/ magazine/FeatureDetails.cfm?ArticleID=9. Brönnimann, R., P.M. Nellen, and U. Sennhauser, âApplica- tion and Reliability of a Fiber Optical Surveillance System for a Stay Cable Bridge,â Smart Materials and Structures, Vol. 7, 1998, pp. 229â236. Brown, J.L., âHong Kong to Boast Worldâs Longest Cable- Stayed Bridge,â Civil Engineering, Vol. 71, No. 1, Jan. 2001a, p. 10. Brown, J.L., âLong Cable-Stayed Span Planned for St. Louis,â Civil Engineering, Vol. 71, No. 11, Nov. 2001b, p. 16. Brown, K. and J. St Leger, âUse of the Megascan⢠Imag- ing Process Inspection Systems for Post-Tensioned Bridge and Other Major Structures,â 2003 [Online]. Available: http://www.ndt.net/article/ndtce03/papers/v021/ v021.htm. Bruce, R., R. Drake, C. Sperry, and H. Thompson, âAerody- namic Monitoring of the Cable-Stayed Mississippi River Bridge,â IABSE Colloquium: Monitoring of Large Struc- tures and Assessment of Their Safety,â Bergamo, Italy, IABSE Reports, Vol. 56, 1987, pp. 191â203. âCable Stays of Cable-Stayed Bridges,â Technical Advisory T 5140.25, Federal Highway Administration, Washington, D.C., June 17, 1994. Casas, J.R., âA Combined Method for Measuring Cable Forces: The Cable-Stayed Alamillo Bridge, Spain,â Struc- tural Engineering International, No. 4, 1994, pp. 235â240. Christenson, R.E., B.F. Spencer, and E.A. Johnson, âExperi- mental Verification of Semiactive Damping of Stay Cables,â Proceedings of the 2001 American Control Conference, Arlington, Va., June 25â27, 2001, pp. 5058â5063. Christoffersen, J., L. Hauge, H. Elgaard Jensen, and J. Bjerrum, âDesign and Construction of a CFRP Cable Stayed Foot- bridge,â Proceedings of the IABSE Conference, Cable- Stayed Bridges, Past, Present, and Future, Malmo, Sweden, June 1999, pp. 135â144. Ciolko, A.T. and H. Tabatabai, âCondition Evaluation of Pre- stressed Steel Strands in Concrete Bridges,â Document 23, Transportation Research Board, National Research Coun- cil, Washington, D.C. [Online]. Available: http://www4. nationalacademies.org/trb/CRP.nsf/all+projects/NCHRP+ 10-53 [Sep. 1999]. Ciolko, A.T. and W.P. Yen, âAn Immediate Payoff from FHWAâs NDE Initiative,â Public Roads, May/June 1999, Vol. 62, No. 6, pp. 10â17. Cunha, A. and E. Caetano, âDynamic Measurements on Stay Cables of Cable-Stayed Bridges Using an Interferometry Laser System,â Experimental Techniques, May/June 1999, pp. 38â43. Desimone, C., P. Katchadjian, M. Tacchia, and R. Giacchetta, âDamage Detection on Wires of Ropes Applying Ultra- sonic Waves,â 10th AsiaâPacific Conference on Non- Destructive Testing, Brisbane, Australia, Sep. 17â21, 2001 [Online]. Available: http://www.ndt.net/article/apcndt01/ papers/1023/1023.htm. REFERENCES
Dowd, J., M. Poser, K.H. Frank, S.L. Wood, and E.B. Williamson, âBending Fatigue of Cable Stays,â Journal of Bridge Engineering, Vol. 6, No. 6, Nov./Dec. 2001, pp. 639â644. DSI, âMaumee Stay Cable Bridge Breaks World Recordâ [Online]. Available: http://www.dywidag-systems.com/ docs/markets.php?market=Bridges&content=maumee, 2004. Elgamal, A., F. Seible, F. Vernon, M. Trivedi, and M. Fraser, âOn-Line Structural Monitoring and Data Management,â Proceedings of the 6th Seismic Research Workshop, Califor- nia Department of Transportation, Sacramento, June 2001. Elliott, M.E. and E. Heymsfield, âInspection of Luling Bridge Cable Stays: Case Study,â Journal of Construction Engi- neering and Management, Vol. 129, No. 2, April 2003, pp. 226â230. Fisher, K. and S. Bassett, âCables, Strands, and Rods Keep Tension High,â High-Performance Composites, July/Aug. 1997, pp. 23â29. Frank, K.H. and J.E. Breen, âDurability of Stay Cable,â Pro- ceedings of the High Performance Stay Cable Systems Seminar, sponsored by Freyssinet International, Washing- ton, D.C., Oct. 1, 2004. Funahashi, M., âReliable Corrosion Protection for Bridge Stay Cables,â Concrete International, Vol. 17, No. 2, Feb. 1995, pp. 33â37. Ghorbanpoor, A., âEvaluation of Prestressed Concrete Gird- ers Using Magnetic Flux Leakage,â Proceedings of the 1999 ASCE Structures Congress, Structural Engineer- ing in the 21st Century, New Orleans, La., Apr. 1999, pp. 284â287. Gimsing, N.J., Cable-Supported BridgesâConcept and Design, 2nd ed., John Wiley, Chichester, West Sussex, England, 1998, 471 pp. Gimsing, N.J., âHistory of Cable-Stayed Bridges,â Proceed- ings of the IABSE Conference, Cable-Stayed Bridges, Past, Present, and Future, Malmo, Sweden, June 1999, pp. 8â24. Grant, A., âCables Not in Trouble,â Civil Engineering, Vol. 61, No. 5, May 1991, pp. 61â63. Hamilton, H.R. and J.E. Breen, âInternational Survey of Current Opinion on Bridge Stay Cable Systems,â Pro- ceedings of the IABSE Symposium Extending the Lifespan of Structures, San Francisco, Calif., Aug. 23â25, 1995, pp. 843â853. Hamilton, H.R., J.E. Breen, and K.H. Frank, âBridge Stay Cable Corrosion Protection. I: Grout Injection and Load Testing,â Journal of Bridge Engineering, Vol. 3, No. 2, May 1998a, pp. 64â71. Hamilton, H.R., J.E. Breen, and K.H. Frank, âBridge Stay Cable Corrosion Protection. II: Accelerated Corrosion Tests,â Journal of Bridge Engineering, Vol. 3, No. 2, May 1998b, pp. 72â81. Harris, C.A., âCradle System Anchors Stay Cables to Decks,â Civil Engineering, Vol. 72, No. 3, 2002, p. 36. 64 Hemmert, H.A. and S. Sczyslo, âCorrosion Protection of Locked Coil Ropes at Road Bridges,â Proceedings of the IABSE Conference, Cable-Stayed Bridges, Past, Present, and Future, Malmo, Sweden, June 1999, pp. 586â595. Hooks, J., et al., âFHWA Study Tour for Advanced Compos- ites in Bridges in Europe and Japan,â National Transporta- tion Library, Washington, D.C., Oct. 1997 [Online]. Avail- able: http://ntl.bts.gov/DOCS/advcom3a.html. âImmersion of Stays Protects Bridge Cables,â Civil Engi- neering News, Vol. 5, No. 1, Feb. 1993, p. 9. Irwin, P., âWind Vibrations of Cables on Cable-Stayed Bridges,â Proceedings of the ASCE Structures Congress XV, Building to Last, Vol. 1, Portland, Ore., April 13â16, 1997, pp. 383â387. Ito, M., âStay Cable Technology: Overview,â Proceedings of the IABSE Conference, Cable-Stayed Bridges, Past, Present, and Future, Malmo, Sweden, June 1999, pp. 481â490. Jensen, C.N., S.R.K. Nielsen, and J.D. Sorensen, âOptimal Damping of Stays in Cable-Stayed Bridges for In-Plane Vibrations,â Journal of Sound and Vibration, Vol. 256, No. 3, 2002, pp. 499â513. Johnson, E.A., G.A. Baker, B.F. Spencer, and Y. Fujino, âSemiactive Damping of Stay Cables,â 2002 [Online]. Available: http://rcf.usc.edu/â¼johnsone/papers/smartdamp- ing_tautcable_jem.html. Johnson, E.A., G.A. Baker, B.F. Spencer, and Y. Fujino, âMitigating Stay Cable Oscillation Using Semiactive Damping,â Proceedings of the Smart Structures and Materials 2000: Smart Systems for Bridges, Structures, and Highways, S.C. Liu, Ed., SPIE, Vol. 3988, pp. 207â216. Jones, N.P. and M. Porterfield, âMeasurement of Stay-Cable Vibration,â Proceedings of the ASCE Structures Congress XVâBuilding to Last, ASCE, Portland, Ore., April 13â16, 1997, pp. 1290â1294. Keating, S., T.N. Claytor, A. Davis, and M. Sheats, âTechno- logical Advancements for High-Speed Industrial Computed Tomography,â Proceedings of the Structures Congress 2000âAdvanced Technology in Structural Engineering, Philadelphia, Pa., May 8â10, 2000. Kitagawa, M., S. Suzuki, and M. Okuda, âAssessment of Cable Maintenance Technologies for HonshuâShikoku Bridges,â Journal of Bridge Engineering, Vol. 6, No. 6, Nov./Dec. 2001, pp. 418â424. Ko, J.M., G. Zheng, Z.Q. Chen, and Y.Q. Yi, âField Vibration Tests of Bridge Stay Cables Incorporated with Magneto- Rheological (MR) Dampers,â Proceedings of SPIEâThe International Society for Optical Engineering, Vol. 4696â Smart Structures and Materials 2002, Smart Systems for Bridges, Structures, and Highways, pp. 30â40. Kovacs, I., âZur frage der seilschwingungen und der seildamp- fung,â Die Bautechnik, 10, pp. 325â332 (in German). Kumarasena, S., N.P. Jones, P. Irwin, and P. Taylor, Wind Induced Vibration of Stay Cables, Report submitted to the
65 Federal Highway Administration, Contract No. DTFH61- 99-C-00095, 2002. Kwun, H., âWaves of the Future,â SwRI Technology Today Article, 2003 [Online]. Available: http://www.swri.edu/ 3pubs/ttoday/fall03/Future.htm. Lankin, J., J. Kilpatrick, P.A. Irwin, and N. Alca, âWind- Induced Stay Cable VibrationsâMeasurement and Miti- gation,â Proceedings of the ASCE Structures Congress, Philadelphia, Pa., May 8â10, 2000. Larose, G.L. and L. Wagner Smitt, âRain/Wind Induced Vibrations of Parallel Stay Cables,â Proceedings of the IABSE Conference, Cable-Stayed Bridges, Past, Pres- ent, and Future, Malmo, Sweden, June 1999, pp. 310â311. Little, B., R. Staehle, and R. Davis, âFungal Influenced Corrosion of Post-Tensioned Cables,â International Bio- deterioration and Biodegradation, Vol. 47, No. 2, 2001, pp. 71â77. Liu, W., R. Hunsperger, M. Chajes, K. Folliard, and E. Kunz, âCorrosion Detection of Steel Cables Using Time Domain Reflectometry,â Journal of Materials in Civil Engineer- ing, Vol. 14, No. 3, 2002, pp. 217â223. Main, J.A. and N. P. Jones, âA Comparison of Full-Scale Mea- surements of Stay Cable Vibration,â Proceedings of the ASCE Structures Congress, Philadelphia, Pa., May 8â10, 2000. Main, J.A. and N.P. Jones, âEvaluation of Viscous Dampers for Stay-Cable Vibration Mitigation,â Journal of Bridge Engineering, Vol. 6, No. 6, Nov./Dec. 2001, pp. 385â397. Main, J.A. and N.P. Jones, âFree Vibrations of Taut Cable with Attached Damper: I. Linear Viscous Damper,â Jour- nal of Engineering Mechanics, Vol. 128, No. 10, Oct. 2002, pp. 1062â1071. Marsh, D., âCable Ready,â Concrete Products, April 2003 [Online]. Available: http://concreteproducts.com/mag/ concrete_cable_ready/. Matsumoto, M., âInclined Cable Aerodynamics of Cable- Stayed Bridges,â Proceedings of the ASCE Structures Congress, Philadelphia, Pa., May 8â10, 2000. Mayrbaurl, R.M. and S. Camo, NCHRP Report 534: Guide- lines for Inspection and Strength Evaluation of Suspen- sion Bridge Parallel-Wire Cables, Transportation Re- search Board, National Research Council, Washington, D.C., 2004. Mehrabi, A.B., H. Tabatabai, and H.R. Lotfi, âDamage Detection in Structures Using Precursor Transformation Method,â Journal of Intelligent Material Systems and Structures, Vol. 9, No. 10, Oct. 1999, pp. 808â817. Miyazaki, M., âAerodynamic and Structural Dynamic Control System of Cable-Stayed Bridge for Wind Induced Vibra- tion,â Proceedings of the IABSE Conference, Cable-Stayed Bridges, Past, Present, and Future, Malmo, Sweden, June 1999, pp. 86â94. Mizoe, M., S. Muroi, T. Horii, T. Isobe, R. Kiyota, and Y. Imada, âThe Super High Damping Rubber Damper on the Stay Cables of the Meiko East Bridge,â Proceedings of the IABSE Conference, Cable-Stayed Bridges, Past, Present, and Future, Malmo, Sweden, June 1999. Noro, T., S. Konno, and H. Maikuma, âMaterial Properties of Carbon-Fiber Cables for Suspension Bridges,â Proceedings of the IABSE Conference, Cable-Supported Bridges, Chal- lenging Technical Limits, Seoul, Korea, June 12â14, 2001, pp. 126â127. Pacheco, B.M., Y. Fujino, and A. Sulekh, âEstimation Curve for Modal Damping in Stay Cables with Viscous Damper,â Journal of Structural Engineering, Vol. 119, No. 6, June 1993, pp. 1961â1979. Phelan, R.S., P.P. Sarkar, K.C. Mehta, T.B. Gardner, and Z. Zhan, âDistributed Aerodynamic and Mechanical Damping of Cables with Active Smart Control,â USPTO Patent No. 6,435,323 B2, Aug. 20, 2002. Phelan, R.S., P.P. Sarkar, K.C. Mehta, T. B. Gardner, and Z. Zhan, âCable Stay Damper Band and Method of Use for Reduction of Fluid Induced Cable Vibrations,â USPTO Patent No. 6,705,440 B2, Mar. 16, 2004. Pla-Rucki, G.F. and M.O. Eberhard, âImaging of Rein- forced Concrete: State-of-the-Art Review,â Journal of Infrastructure Systems, Vol. 1, No. 2, June 1995, pp. 134â141. Podolny, W., âCable-Stayed BridgesâFuture Developments, North American Viewpoint,â ASCE Annual Convention, New York, N.Y., Sep. 13â17, 1992. Poston, R.W., âEvaluation and Mitigation of Rain Vibration of Stay Cables,â 2002 [Online]. Available: http://www. asbi-assoc.org/news_research/winter_02/vibration.cfm. Prato, C.A. and M.A. Ceballos, âDynamic Bending Stresses Near the Ends of Parallel-Bundle Stay Cables,â Structural Engineering International, Vol. 13, No. 1, Feb. 2003, pp. 64â68. Prato, C.A., M.A. Ceballos, P.J.F. Huerta, C.F. Gerbaudo, C.E. Grunbaum, and D.L. Hommel, âDiagnosis, Con- struction Procedures, and Design Recommendations for Replacement of Cables in Cable-Stayed Bridges: Experi- ence from Two Current Cases in Argentina,â Proceedings of the USâCanada Workshop of Bridge Engineering, July 1997, pp. 303â316. Prato, C.A., M.A. Ceballos, P.J.F. Huerta, and C.F. Ger- baudo, âApplication of Ambient Vibration Measurements for Repair of the ChacoâCorrientes Cable-Stayed Bridge in Argentina,â Proceedings of the International Seminar, Workshop and Exhibition/The Repair and Rehabilitation of Reinforced Concrete Structures; The State of the Art, 1998, pp. 177â191. Recommendations for Stay Cable Design, Testing, and Instal- lation, 4th ed., Post-Tensioning Institute, Pheonix, Ariz., 2001, 101 pp. Reinholdt, P., E. Veje, and J. Kalvslund, âRehabilitation of the Luangwa Bridge,â Proceedings of the IABSE Confer- ence, Cable-Stayed Bridges, Past, Present, and Future, Malmo, Sweden, June 1999.
Rizzo, P. and F. Lanza di Scalea, âWave Propagation in Multi- wire Strands by Wavelet-Based Laser Ultrasound,â Exper- imental Mechanics, Vol. 44, No. 3, 2004. Roos, F. and J.F. Noisternig, âCFRP-TendonsâDevelop- ment and Testing,â Proceedings of the IABSE Conference, Cable-Stayed Bridges, Past, Present, and Future, Malmo, Sweden, June 1999, pp. 623â630. Saito, T., M. Matsumoto, and M. Kitazawa, âRainâWind Exci- tation of Cables on Cable-Stayed HigashiâKobe Bridge and Cable Vibration Control,â Proceedings of Conference on Cable-Stayed and Suspension Bridges, Deauville, France, Oct. 1994, pp. 507â514. Sarcos-Portillo, A., A. Navarro-Cerpa, and H. Garcia-Legl, âInspection and Process of Tension of Cables of General Rafael Urdaneta Bridge,â Journal of Bridge Engineering, Vol. 8, No. 4, July 2003, pp. 223â228. Sarkar, P.P., S. Phelan, K.C. Mehta, T.B. Gardner, and Z. Zhao, âCable Stay Aerodynamic Damper Band and Method of Use,â USPTO Patent No. 6,386,526, May 14, 2002. Saul, R. and H.S. Svensson, âOn the Corrosion Protection of Stay Cables,â Wire Rope News and Sling Technology, Aug. 1991, pp. 14â29. Seible, F. and R. Burgueno, âAdvanced Composites in Pedes- trian Bridge Design,â Proceedings of the ASCE Structures Congress XV, Vol. 1, Portland, Ore., April 13â16, 1997, pp. 378â382. Stafford, D.G. and S.C. Watson, âA Discussion of Some Crit- ical Corrosion Problems in the Cable Elements of Stayed Girder Structures,â Proceedings of the USâEuropean Work- shop on Bridge Evaluation, Repair, and Rehabilitation, St. Remy-les-Chevreuse, June 1987, pp. 622â637. Starossek, U., âCable-Dynamics, A Review,â Structural Engineering International, No. 3, 1994, pp. 171â176. Stubler, J., P. Ladret, and J.B. Domage, âVibration Control of Stay Cables,â Proceedings of the IABSE Conference, Cable-Stayed Bridges, Past, Present, and Future, Malmo, Sweden, June 1999, pp. 606â612. Suzuki, N., H. Takamatsu, S. Kawashima, K. Sugii, and M. Iwasaki, âUltrasonic Detection Method for Wire Breakage,â Kobelco Technology Review, No. 4, Aug. 1988, pp. 23â26. Suzumura, K. and S.-I. Nakamura, âEnvironmental Factors Affecting Corrosion of Galvanized Steel Wires,â Journal of Materials in Civil Engineering, Vol. 16, No. 1, Feb. 2004, pp. 1â7. Swan, R., âVibrations Damped,â Bridge Design & Engi- neering, Nov. 1997, Vol. 3, No. 9. Tabatabai, H., A.T. Ciolko, and T.J. Dickson, âImplica- tions of Test Results from Full-Scale Fatigue Tests of Stay Cables Composed of Seven-Wire Prestressing Strands,â Proceedings of the Fourth International Bridge Engineering Conference, Vol. 1, Aug. 28â30, 1995, pp. 266â277. Tabatabai, H. and A.B. Mehrabi, âBridge Stay Cable Con- dition Assessment Using Vibration Measurement Tech- niques,â Proceedings of SPIE Structural Materials Tech- 66 nology III, an NDT Conference, Vol. 3400, Mar.âApr. 1998, San Antonio, Tex., pp. 194â204. Tabatabai, H., A. Mehrabi, and A.G. Davis, âField Testing of Stay Cables for the Cochrane Bridge in Mobile, Alabama,â Report submitted to A.G. Lichtenstein, Inc., Paramus, N.J., Construction Technology Laboratories, Inc., Skokie, Ill., 1998. Tabatabai, H. and A. Mehrabi, âVibration Suppression Mea- sures for Stay Cables,â Proceedings of the 17th Inter- national Modal Analysis Conference, Kissimmee, Fla., Feb. 1999, pp. 1237â1243. Tabatabai, H. and A. Mehrabi, âEvaluation of Various Damping Treatments for Stay Cables,â Proceedings of the 18th International Modal Analysis Conference, San Antonio, Tex., Feb. 2000. Tabatabai, H. and A.B. Mehrabi, âDesign of Mechanical Vis- cous Dampers for Stay Cables,â Journal of Bridge Engi- neering, Vol. 5, No. 2, May 2000, pp. 114â123. Tabatabai, H. and A.B. Mehrabi, âTMD-Damped Stay Cable and Method and TMD,â USPTO Patent No. 6,292,967 B1, Sep. 25, 2001. Tarui, T., N. Maruyama, T. Eguchi, and S. Konno, âDevelopment of High Strength Galvanized Steel Wire for Bridge Cable,â Proceedings of the IABSE Conference, Cable-Supported Bridges, Challenging Technical Limits, Seoul, Korea, 2001. Telang, N.M., C.M. Minervino, and P.G. Norton, âRetrofit of Aerodynamic Cable Instability on a Cable-Stayed Bridge: Case Study,â Transportation Research Record 1740, Trans- portation Research Board, National Research Council, Washington, D.C., 2000, pp. 61â67. Telang, N.M., C.A. Ligozio, and A.B. Mehrabi, âLuling BridgeâPhase II Structural Evaluation of Luling Bridge Stay Cable ArrayâTasks 1, 2, and 3,â Report to the Louisiana Department of Transportation and Develop- ment, State Project No. 700-45-0107, Construction Tech- nology Laboratories, Skokie, Ill., July 2004. Walther, R., et al. Cable Stayed Bridges, 2nd ed., Thomas Telford, London, 1999, 320 pp. Walton, J.M., âDevelopments in Steel Cables,â Journal of Constructional Steel Research, Vol. 39, No. 1, 1996, pp. 3â29. Watson, S.C. and D. Stafford, âCables in Trouble,â Civil Engineering, Vol. 58, No. 4, Apr. 1988, pp. 38â41. Weischedel, H.R. and H.-W. Hohle, âQuantitative Non- Destructive In-Service Evaluation of Stay Cables of Cable- Stayed Bridges: Methods and Practical Experience,â SPIE, Vol. 2456, May 1995, pp. 226â236. Wichmann, H.J., A. Holst, and H. Budelmann, âDetection and Localization of Fractures in Tendons by Means of Electromagnetic Resonance Measurement,â 2003 [On- line]. Available: http://www.ndt.net/article/ndtce03/papers/ v104/v104.htm. Wu, Q., K. Takahashi, T. Okabayashi, and S. Nakamura, âResponse Characteristics of Local Vibrations in Stay Cables on an Existing Cable-Stayed Bridge,â Journal of Sound and Vibration, Vol. 261, No. 3, Mar. 27, 2003, pp. 403â420.
67 Yamagiwa, I., H. Utsuno, K. Endo, and K. Sugii, âApplica- tion of Simultaneous Identification of Tension and Flex- ural Rigidity at Once to the Bridge Cables,â Proceedings of the IABSE Conference, Cable-Stayed Bridges, Past, Present, and Future, Malmo, Sweden, June 1999. Yamaguchi, K., Y. Manabe, N. Sasaki, and K. Morishita, âField Observation and Vibration Test of the Tatara Bridge,â Proceedings of the IABSE Conference, Cable- Stayed Bridges, Past, Present, and Future, Malmo, Sweden, June 1999, pp. 707â714. Yoneda, M. and K. Maeda, âA Study on Practical Estima- tion Method for Structural Damping of Stay Cable with Damper,â Proceedings of the CanadaâJapan Workshop on Bridge Aerodynamics, Ottawa, Canada, Sep. 1989, pp. 119â128. Xu, Y.L., S. Zhan, and J.M. Ko, âExperimental Study of Vibration Mitigation of Bridge Stay Cables,â Journal of Structural Engineering, Vol. 125, No. 9, Sep. 1999, pp. 977â986. Zoli, T. and R. McCabe, âCable-Stayed Bridge Design,â Pre- sented at the High Performance Stay Cable Systems Sem- inar, sponsored by Freyssinet International, Washington, D.C., Oct. 1, 2004.