Reference

  1. Nishimura T.: The destructive accident of welded railway bridges, Journal of the Japan Welding Society, vol. 37, No.10, pp.1046-1050, 1968 (In Japanese).

  2. Abe H., Adachi N.: Damages of steel railway bridges, The reference data of structural design, No.33, pp.1396-1401, 1973(In Japanese).

  3. Nishimura T., Miki C.: Fracture of steel bridges caused by tensile stress, JSCE, pp.55-64, 1975, 11. (In Japanese)

  4. Nozawa T., Yamada Y., The present condition and the issue of steel bridges of Tokaido Shinkansen, railway civil engineering, vol.19, No.3, pp.162-172, 1977(In Japanese).

  5. Abe H., Abe M., The fatigue problem on floor beam of through girder, The reference data of structural design, No.60, pp.2-5, 1979(In Japanese).

  6. Miki C.: The cases of fatigue damage occurred in welded bridges in the United States, Bridge and Foundation Engineering, vol.16, No.10, pp.18-24, 1982. (In Japanese)

  7. Abe H., Taniguchi N., Abe M.: Repairing, reinforcing and fatigue problem in steel railway bridge, Bridge and Foundation Engineering, vol.17, No.8, pp.24-29, 1983. (In Japanese)

  8. Miki C.: Repairing, reinforcing and fatigue problem in foreign countries’ bridges, Bridge and Foundation Engineering, vol.17, No.8, pp.30-34, 1983. (In Japanese)

  9. Nishikawa K.: Repairing, reinforcing and fatigue problem in roadway bridge, Bridge and Foundation Engineering, vol.17, No.8, pp.19-23, 1983. (In Japanese)

  10. Subcommittee for investigation of fatigue damage of steel structures, Committee for steel structures: Survey of fatigue damages in steel bridges, Proc. of JSCE, No.368/I-5, pp1-12, 1986.4. (In Japanese)

  11. Iwasaki M., Natori T., Fukazawa M., Terada H.: Fatigue cracking in steel bridge members and recommendation of retrofitting methods, Yokogawa Bridge Works, No.18, pp.36-52, 1989. (In Japanese)

  12. Subcommittee on fatigue of steel orthotropic deck: Fatigue of orthotropic steel bridge deck, Proc. of JSCE, No.410/I-12, pp.25-36, 1989.10. (In Japanese)

  13. Nakai H.: The cases of fatigue failures in city highway bridge, Bridge and Foundation Engineering, vol.24, No.2, pp.23-31, 1990. (In Japanese)

  14. Natori T., Asaoka T., Inada I.: Repair practice of steel bridges, Yokogawa Bridge Works, No.21, pp.63-90, 1992.1. (In Japanese)

  15. Ichikawa A.: Problems in maintenance of railway steel structures and examples of retrofitting and reinforcement, Bridge and Foundation Engineering, vol.28, No.8, pp.17-21, 1994. (In Japanese)

  16. Fisher J.W.: Fatigue and Fracture in Steel Bridges (Case Studies), Wiley- Interscience, 1984.

  17. Miki C., Sakano M., Tateishi K., Fukuoka Y.: Data base for fatigue crackings in steel bridges, Proc. of JSCE, No.392/I9, pp.403-410, 1988. (In Japanese)

  18. Demers C.E., Fisher J.W.: FATIGUE CRACKING OF STEEL BRIDGE STRUCTURES, Volume I, U.S. Department of Transportation, FHWA-RD-89-166, 1990.

  19. William Wright P.E.: Post-weld treatment of a welded bridge girder by ultrasonic impact treatment, Preliminary Report, F.H.W.A Turner-Fairbank Highway Research Center.6300 Georgetown Pike. McLean?, VA22101.1996.

  20. Engineering News Record, Aug., 1,1974.

  21. Miki C., Wind in terms of fatigue, Bridge and Foundation Engineering, vol. 23, No.8, pp. 17-19. 1989. (In Japanese)

  22. Engineering News Record, Sep., 20,1962.

  23. Engineering, Sep., 21,1962.

  24. Schmerber L., Hofmann u. R.: Die Haseltalbrucke, Der Stahlbau 33, Hsft 6, pp.168-177, 1964.

  25. Nather Fr.: Erfahrungen mit der Sanierung und Verstarkung stahlerner Straßenbrucken, Heft 5, pp.44-50, Baukultur 1990.

  26. Repairing and reinforcing in roadway bridge: Civil Engineering journal, 36, 5, pp.275-285. 1995 (In Japanese).

  27. Report by long span bridge technical study group, Fremont bridge inspecting party, bridge, 1974.1.(In Japanese)

  28. Horikawa K.: Failures and repair of bridges, Journal of the Japan Welding Society, vol. 52, No.7, pp.13-22, 1983 (In Japanese).

  29. Zwerneman F. J.: Fatigue damage to steel bridge. Dia-phragms, J. of Perform. Const. Facil., vol.7, No.4, 1993.

  30. Chatterjee S.: Strengthening and refurbishment of Severn Crossing. Part 1: introduction, Pro. Instn Civil Engrs Structs & Bridges, 1992, 94, Feb., 1-5.

  31. Flint A. R.: Strengthening and refurbishment of Severn Crossing. Part 2: design, Pro. Instn Civ. Engrs Structs & Bridges, 1992, 94, Feb., 7-22.

  32. Cuninghame J.R., Beales C.: Strengthening and refurbishment of Severn Crossing. Part 4:TRRL research on Severn Crossing, Pro. Instn Civ. Engrs Structs & Bldges, 1992, 94, Feb., 37-49.

  33. Elentenstain A. G.: The Silver bridge collapse recounted. J. of Perform. Const. Facil., vol. 7, No. 4, 1993.

  34. Akesson B., Edlund B., Shen D.: Fatigue cracking in a steel railway bridge, Struct. Engineering International, vol. 7, No 2, pp. 118-120, 1997.

  35. Miki C., Mori T., Tuda S., Sakamoto K.: Retrofitting Fatigue-Cracked Joints by TIG Arc Remelting, Proc. of JSCE, No. 380/I-7, pp. 111-119, 1987. (In Japanese)

  36. Sakamoto K.: Retrofitting fatigue-cracked joints by TIG arc remelting, Bridge and Foundation Engineering, vol. 28, No.8, pp. 55-58. 1994. (In Japanese)

  37. Ito Y., Tsutsumi Y., Nakamura S.: Improvement of fatigue performance of steel bridge –1; Countermeasures and their applicability, Proc. of Annual conference of JSCE, vol. 50, 1995. (In Japanese)

  38. Miki C., Sugimoto I., Kaji H., Negishi H., Ito Y.: A study on fatigue strength improvement of flange gusset in existing steel railway bridges, Proc. of JSCE, No. 584/I-42, pp.67-77, 1998. (In Japanese)

  39. Nishimura T.: The cutting off and retrofitting of I-bar of Schaedler truss bridges , The railway research report, Vol.13, No.10, 1956. (In Japanese)

  40. Nishimura T.: Damages in Pin connected railway truss bridges and rational methods of inspection, repair and improvement, Railway Technical Research Report, No. 483, July, 1965. (In Japanese)

  41. Tsurymaki E., Nozawa S., Abe M., Aoki T.: Maintenance of Pin-connected railway truss bridges, Bridge and Foundation Engineering, vol. 27, No.8, pp.68-71, 1993. (In Japanese)

  42. Takenouchi H., Tanikura I., Ohtani S., Miki C.: Retrofitting works for fatigue cracks at floor beams of steel truss bridges, Proc. Of JSCE, No.570/I-40, pp.141-151, 1997. (In Japanese)

  43. Japan road association: Fatigue of steel bridges, Maruzen CO. LTD., 1997.5. (In Japanese)

  44. Hanshin Expressway Public Corporation, Hanshin Expressway Management Technology Center: Repair cases of civil structure in Hanshin Expressway, 1982,3. (In Japanese)

  45. Hanshin Expressway Public Corporation, Hanshin Expressway Management Technology Center: Repair cases of civil structure in Hanshin Expressway-II-, 1987,3. (In Japanese)

  46. Hanshin Expressway Public Corporation, Hanshin Expressway Management Technology Center: Repair cases of civil structure in Hanshin Expressway-III-, 1991,3. (In Japanese)

  47. Narita N., Yokoe M.: The anti wind induced vibration performance of vertical members of bridges, road,1973.(In Japanese)

  48. Yamaguchi T., Shiraki B., Umemura N., Tanaka H.: Vibration cause d by Karman’s vortex on bridge members and its countermeasure, Mitsubishi Juko Giho, vol.7, No.7, pp.122-135, 1970. (In Japanese)

  49. Haneoka J., Nagamuna T., Maruyama S., Yonekura T.: Actual stress of intersection between cross beam lower flange and girder web in steel highway bridge, Proc. Of Annual Conference of JSCE, vol.49, 1994. (In Japanese)

  50. Natsumoto M., Tanikura I., Okawa S., Nanasaki Y.: The effect of retrofitting work to the connecting corner between stiffening girder and vertical member of arch bridge, Proc. of Annual Conference of JSCE, vol.51, 1996. (In Japanese)

  51. Takada H., Mizumoto M.: Report on strengthening construction of Sozuka-Ohhashi, Yokogawa Bridge Works, No.19, pp.126-136, 1990. (In Japanese)

  52. Narita N.: Vibration of bridge members due to wind, Bridge and Foundation Engineering, vol.5, No.9, pp.1-5, 1971.9. (In Japanese)

  53. Japan road association: The anti wind design handbook of steel roadway bridge, 1991.7. (In Japanese)

  54. Nishikawa K., Fatigue damages and retrofitting of roadway structures- mainly about bridges- , road, 1982.11.(In Japanese)

  55. IIW-XIII-WG5-12-97.

  56. Hargrave R. E., Common failure mechanisms in BOF hoods, Iron and Steel Engineer, pp. 22-28. Nov. 1996.

  57. Kratena J., Hrejci H., Collapse of a warehouse and its repair, Struct. Eng.International, vol.5, No.3, 1995.

  58. Miki C.: Repairing and reinforcing of fatigue damaged steel bridges, WRC Proceedings IIW, pp. 286-298. 1998.

  59. Yoshihiko TAKADA,Yoriko KAWAKAMI,Yuji SAKAI,Masahiro SAKANO, Study on retrofit measures in weld of vertical stiffener cutting treating of the semicircle in orthotropic steel deck, STEEL CONSTRUCTION ENGINEERING, Vol.16, No.62,2009.(In Japanese)

  60. Saito et al,The effectiveness of the repair of replacing the trough rib and the verification of the stress properties,Prc.of Annual Conferenece of JSCE,vol.63,2008.(In Japanese)

  61. NIKKEI CONSTRUCTION,2006.3.24,pp65-67

  62. Kodama et al,Replacement of Pavement with SFRC to Improve Fatigue Characteristics of the Damaged Orthotopiic Steel Decks,Bridge and Foundation Engineering,vol.40,No.11,pp.30-38,2006.11(In Japanese)

  63. Masui et al,A study on The Fatigue Crack at The End Diaphragm of Orthotropic Steel Bridge Structure with Box Girder,Prc.of Annual Conferenece of JSCE,vol.61,2006.(In Japanese)

  64. Hisashi MORIKAWA,Tetsuhiro SHIMOZATO,Chitoshi MIKI and Atsushi ICHIKAWA,STUDY ON FATIGUE CRACKING IN STEEL BRIDGE PIERS WITH BOX SECTION AND TEMPORALLY REPAIRING,Journal of JSCE,No.703/I-59,pp177-183,2002.4.(In Japanese)

  65. Kinomoto et al,A study on The Fatigue Cracks at Welded Joints of Transverse Beam Diaphragms which were Under Girder Supports ,Prc.of Annual Conferenece of JSCE,vol.59,2004.(In Japanese)

  66. Kaneko Tetsuya,A study on the Retrofits of Ikitsuki Bridge,Kyushu Gihou,vol.48,2011.01(In Japanese)

  67. Chitoshi Miki:The damage of the truss girder that occurred during marine transportation,Journal of the Japan Society of Civil Engineers,vol.97,No.4.April.2012(In Japanese)

  68. Chitoshi Miki,Fatigue and destruction of bridge,2011.10(In Japanese)

  69. Kazuya TAKAHASHI,Shigeru NAITO,Masaki SEKI,Atsushi ICHIKAWA and Chitoshi MIKI,IDENTIFICATION OF CAUSES OF FATIGUE DAMAGE IN CONNECTIONS BETWEEN STRINGERS AND FLOORBEAMS IN STEEL RAILWAY TRUSSES,Journal of JSCE,A,vol.64.No.2,pp235-247,2008.4(In Japanese)

  70. Kazuya TAKAHASHI,Shigeru NAITO,Masaki SEKI,Atsushi ICHIKAWA and Chitoshi MIKI,FATIGUE PERFORMANCE OF CONNECTIONS BETWEEN STRINGERS AND FLOORBEAMS IN STEEL RAILWAY TRUSSES AND ITS IMPROVEMENTS,Journal of JSCE,A,vol.64.No.2,pp394-407,2008.4(In Japanese)

  71. Kurokawa et al,A repair case of fatigue damage which occurred at a corner of a steel pier with circular section ,Prc.of Annual Conferenece of JSCE,vol.58,2003.(In Japanese)

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