Proceedings of International Conferences
（Full paper或いはExtended Abstract 審査付きのもの)
(*)は審査付き論文としても掲載

2006　（平成18年）

IC 96* Prediction and mitigation of environmental vibrations from high-speed train viaduct on soft ground, Euromech 484, 19-22 September 2006, Delft, The Netherlands (in preparation)
IC 95* Time-domain thin layer method for transient response due to sudden/moving loading, Proc. Pisdhi Karasudhi Symmposium, EASEC-10, BANGKOK, AUG.3-5, 2006 (in press)
IC 94* Hirokazu Takemiya, Jorge Shimabuku and Feng Chen, Traffic induced ground vibration from viaduct: Prediction and mitigation procedures, the 13th International Congress on sound and Vibration , Vienna, Austria, July, 2006 (in press)
IC 93* Hirokazu Takemiya, Alongside Wave Field induced by High-speed Trains on Viaduct and Mitigation by WIB, International Symposium on Mechanical Waves in Solids (ISOMWS06) Hangzhou, China, 2006, pp49-51.

2005　（平成17年）

IC 92* Takemiya, H. Prediction of train/traffic induced ground vibrations and mitigation by WIB, Environmental Vibrations, ISEV2005, 399-409, 2005.
IC 91* Chen, F. and Takemiya, H., Passive/Active WIB for mitigating traffic-induced vibrations, Environmental Vibrations, ISEV2005, 419-427, 2005.
IC 90*1 Takemiya, H. and Shimabuku, J., Honeycomb-WIB for mitigation of traffic-induced ground vibrations, Environmental Vibrations, ISEV2005, 411-417, 2005.
IC 89* Takemiya, H. et al., Environmental vibration control by active piezo-actuator system, Environmental Vibrations, ISEV2005, 493-498, 2005.
IC 88* Analysis of ground and viaduct structure vibrations with DSSI effects for Shinkansen high-speed train passage, Eurodyn2005, European Association for Structural Dynamics, Paris, 2005.9, Paper No. 6 pages.

IC 87* H. Takemiya, F. Chen, K. Ida, Ground vibration prediction and mitigation by WIB for traffic on continuous multi-span viaduct on soft site, Eurodyn2005, European Association for Structural Dynamics, Paris, 2005.9, Paper No. 6 pages.

2004　（平成16年）

IC86*Hirokazu Takemiya and Jorge Shimabuku2Mitigation of train-induced vibrations by honeycomb WIBs around foundation/on wave field, Procs. 11th Int. Conf. on Soil Dynamics & Earthquake Engineering, Vol.2, 897-904, 2004.
IC85*Bian Xuecheng, Analysis of viaduct vibration generated by train loads with coupled soil-structure interaction, Procs. 11th Int. Conf. on Soil Dynamics & Earthquake Engineering, Vol.2, 861-868, 2004..

2003　（平成15年）

IC84Bian Xuecheng, Hirokazu Takemiya and Yunmin Cheng, Substructure simulation for train track/ground dynamics, Proc. of Environmental Vibration: Prediction, Monitoring and Evaluation,118-129, , Hanzhou, China
IC83Hirokazu Takemiya and Motonari Kojima, 2.5D FEM simulation for vibration prediction and mitigation of track and ground interaction under high-speed trains, Proc. of Environmental Vibration: Prediction, Monitoring and Evaluation,130-138, , Hanzhou, China
IC82 Hirokazu Takemiya, Vibration propagation and mitigation for a pile-supported foundation by honeycomb-shaped WIB, Proc. of Environmental Vibration: Prediction, Monitoring and Evaluation, 267-290, Hanzhou, China
IC81 Hirokazu Takemiya, Mitsunori Hashimoto and Atsuhide Shiraga, Case studies of anti-vibration measure WIB by soil improvement techniques, Proc. of Environmental Vibration: Prediction, Monitoring and Evaluation,382-391, Hanzhou, China
IC80*Hirokazu Takemiya and Motonari Kojima, FEM and FEM-BEM Application for Vibration Prediction and Mitigation of Track and Ground Dynamic Interaction under High-Speed TrainsThe 9th International Conference on Civil and Structural Engineering Computing, Egmond-aan-Zee/The Netherland, 77, 2003 Sep.

2002　（平成14年）

IC79*. Hirokazu Takemiya, Controlling of track ?ground vibration due high-speed train by WIB, Eurodyn2002, European Association for Structural Dynamics, Munich, 2002.9, 2002.9., 497-502.
IC78. Hirokazu Takemiya and Motonari Kojima, Structure bore vibration under high-speed train, Proc. of 9th Int. Congress on Sound and Vibration, 2002, 7, Orlando, USA, Paper No. 629, Total pages 8.
IC77. Zulfikar, A.C. and Takemiya, H., Proc. 12th European Conference on Earthquake Engineers, England, 2002. 9, Paper No.294, Total pages 9.

2001　（平成13年）

IC76. Zulfikar, A.C. and Takemiya, H., Near source strong ground motion simulation for Kocaeli earthquake (1999), 4th Geotechnical Earthquake Eng. Soil Dynamics, 2001年 3月, Paper No.10.46.
IC75. Kellezi, L. and Takemiya, H., An effective local absorbing boundary for 3D FEM time domain analyses, 4th Geotechnical Earthquake Eng. Soil Dynamics, 2001年 3月, Paper No.6.49.
IC74. Takemiya, H., Shimabuku, G., Katayama, Y. Kishida, K. and Furukawa, S., Nonlinear response of underground duct structures with due attention to seismic input ground motions, 4th Geotechnical Earthquake Eng. Soil Dynamics, 2001年 3月, Paper No.6.39.
IC73. Hirokazu Takemiya, Simulation of track-ground vibrations due to high-speed trains, 2000年7月, Proc. 8th International Congress on Sound and Vibration, 2001年7月, Hong Kong, pp.2875-2882.
IC72. Hirokazu Takemiya, 2.5D FEM Application for predicting ground vibration due to high-speed train and mitigation by WIB, Proc. 8th East Asia-Pacific Conf. on Structural Eng. And Construction, 2001年12, Singapore, paper No. 1070.
IC71. Shimabuku, J. and Takemiya, H., On pile inelastic seismic response: Effects of superstructures characteristics, soil profile and vertical excitation, Proc. 8th East Asia-Pacific Conf. on Structural Eng. And Construction, 2001年12, Singapore, No.1157.

2000　（平成12年）

IC70. Hirokazu Takemiya, Simulation of high-speed train induced ground vibration and its mitigation by WIB, 7th International Congress on Sound and Vibration, 2000年 7月, pp.2695-2702.
IC69*.Takemiya, H., Miyagawa, G. and Kagawa, Y., Synthesis of seismic motions in view of source to site: The Kobe case, 12TH World Conference on Earthquake Engineering, 2000年 2月, Paper No. 2018, Total pages 8.
IC68*.Shimabuku, J. and Takemiya, H., Nonlinear seismic analysis of subgrade piles with soil during strong ground motions, 12TH World Conference on Earth quake Engineering, 2000年 2月, Paper No.1970, Total pages 8.

1999（平成11年）
IC67. Hirokazu Takemiya, Prediction of ground vibrations induced by high-speed trains and vibration reduction measures, Symposium on Innovative Solutions in Structural and Geotechnical Engineering In Honor of Professor Seng-Lip Lee, 1999年 5月, pp. 219-228.
IC66*. H.Takemiya and S.Yuasa, Lineside ground vibrations induced by high-speed train and mitigation measure WIB, Proc. of Eurodyn ’99, 1999年 6月, pp.821-826.

1998 (平成10年)
IC65*. H. Takemiya, K. Goda, G. Miyagawa, Simulation of near source ground motions due to multiple dislocations in layered soils, Proc.2nd Int. Symp. The effects of Surface Geology on Seismic Motion , 1998年12月, Paper No. Te-06-129.
IC64. Takemiya, H., Lineside ground vibrations induced by high-speed train passage, Workshop on effect of high-speed vibration on structures and equipment, NCKU, Taiwan, 1998, pp.43-49.
IC63. Paraseismic behavior of wave impeding Block (WIB) measured for ground vibration reduction, Workshop on effect of high-speed vibration on structures and equipment, NCKU, Taiwan, 1998, pp.51-56.

1997 (平成9年)
IC62. Takemiya, H., Kellezi, L. and Imamura, T., Measurement of vibration propagation by pile driving and computer simulation, Proc. EC97, Comparison between experimental and calculation results, Strasbourg, France, 1997.5, Total pages 9.
IC61. Hirokazu Takemiya, Shin Horiuchi, Transient response of RC viaduct structures due to impulsive loading in Kobe earthquake 1995, Earthquake Resist ant Engineering Structures, Ed. By G. D. Manolis, D. E. Beskos and A. Brebbia, 1997年, pp.683-692.
IC60. Takemiya, H. and Goda, K., Ground motions due to fault dislocation in view of the Hyogoken Nanbu Earthquake, 8th Int. Conf. Soil Dynamics and Earthquake Engineering, SDEE'97, 1997年, pp.2-3.
IC59. Adam, K. and Takemiya, H., Site topography effects in Kobe during the 1995 Hyogo-ken Nanbu Earthquake : The nonlinear analysis, 8th Int. Conf. Soil Dynamics and Earthquake Engineering, SDEE'97, 1997年, pp. 14-15.
IC58. Takemiya, H. and Goda, K.: Prediction of ground vibration induced by high-speed train operation, Proc. Int. Cong. On Sound and Vibration, Adelaide, Australia, 1997, 2681-2688.

1996 (平成8年)
IC57*. Takemiya,H., Nishimura,A., Naruse,T., Hosotani,K., Hashimoto,M., Development of Vibration Reduction Measure Wave Impeding Block, Proes. IS-Tokyo '96 The 2nd Int. Conf. on Ground Improvement Geosystems, Tokyo, Grouting and Deep Mixing Vol.11, 1996年5月, pp.753-758.
IC56. Takemiya, H. and Goda, K, Prediction of ground vibration induced by high-speed train operation, Proc. 5ht Int. Conf. Sound and Vibration, Adelaide, 5: 1996年12月, pp.2681-2688.
IC55. Takemiya, H. and Horiuchi, S.,Transient response of RC viaduct structures due to impulsive loading in Kobe earthquake, 1995, Earthquake Resistant Engineering Structures, 1996, 683- 692.
IC54. Hirokazu Takemiya, Seismic Design of bridges in view of soil-structure dynamic interaction, 15 Congress of International Association of Bridges and Steel Engineering, Copenhagen, Denmark, 1996年 6月, pp.843-854.
IC53. Takemiya, H. M. Adam, Destructive seismic waves in the Hyogo-ken Nanbu earthquake Japan, 1995: Effect of topography, Asia-Pacific Conference on Shock & Impact Loads on structures, Singapore, January, 1996年2月, pp.445-452.
IC52. Takemiya, H. and Horiuchi, S., Transient response of structures and ground due to impulsive seismic loading, Asia-Pacific Conference on Shock & Impact Loads on structures, Singapore, January, 1996年2月, pp.437-444.
IC51*. H.Takemiya, K.Kishida, Seismic response of Shinkan-sen/Express highway viaducts during Hyogo-ken Nanbu Earthquake 1995, Procs. 11th World, Conference on Earthquake. Engineering, Acapulco, Mexico, 1996年 7月, Paper No.1883.
IC50*. Adam, M.A. and Takemiya， H. Seismic wave amplification in Kobe during Hyogo-ken Nannbu earthquake，Procs. 11th World, Conference on Earthquake. Engineering, Acapulco, Mexico, 1996年 7月, Paper No.1885.

1995 (平成7年)
IC49. Hirokazu Takemiya, Transient seismic response of irregular site, Proc. of 3rd Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and soil Dynamics, St, Louis MO. U.S.A, 1995年, Total pages 6.
IC48. Takemiya, H. and Goda, K. and Sato, N., Wave impeding block (WIB) measured for vibration reduction of structures, Proc. of Fifth East Asia Conference on Structural Engineering and Construction, 1995年7月, pp.1183-1188.
IC47. Takemiya, H., Shim, K. S., Horiuchi, S. and Kishida, K: Impulse loading to stratum soil and entailing wave motion, Proc. of Fifth East Asia Conference on Structural Engineering and Construction, 1995年7月, pp.1315-1320.
IC46. Takemiya, H. and Adam, M.A., Seismic response control of tunnel in alluvium site, Proc. of Fifth East Asia Conference on Structural Engineering and Construction, 1995年7月, pp.1443-1448.
IC45. Takemiya, H., Shim, K. S. and Goda, K., Embankment train track on soil stratum and wave impeding block (WIB) measured for vibrations reduction, Proc. 7th Conf. On Soil Dynamics and Earthquake Engineering, Creta, Greece, 1995年5月, pp.105-112.
IC44. Takemiya, H. M. Adam, Site effect on the strong ground motion during the Hyogo-ken Nanbu earthquake 1995, Japan, Proc. of Al-Azhar Engineering 4th Int. Conf. Cairo, Egypt, 1995年12月, pp.154-165.

1994 (平成6年)
IC43. Takemiya, H. and K. Goda, Transient vibration of ground and structures induced by traffic loading, Proc. of Int. Conf. On Computational Methods in Structural and Geotechnical Eng. Hong Kong, 1994年, pp.912-917.
IC42. Takemiya, H., Steinfeld, B. and Sukeyasu, Y., Dynamic characteristics and seismic response of soil-structure systems by time domain boundary element methods, Earthquake Resistant Construction and Design, 1994年6月, pp.341-349.
IC41. Wang, H. and Takemiya, H., Dynamic response of tunnels to incident in plane seismic waves in layered half space by hybrid method, Earthquake Resistant Construction and Design, 1994年6月, pp.421-428.
IC40. Takemiya, H. M.Adam, and S.Yasui, Transient seismic response of buried tunnels in alluvium sites, Proc. of Int. Conf. On Computational Methods in Structural and Geotechnical Eng. Hong Kong, 1994年9月, pp.1096-1101.
IC39. Steinfeld, B., Takemiya, H. and Antes, H.: Analysis of transient 3D wave propagation in an elastic halfspace, The Classical approach and the direct boundary element method, GAMM’94, Braunchweig, Germany, 1994, Total pages.23.
IC38. Takemiya, H. and Sukeyasu, Y., Transient response of rigid strip foundation on a half-pace/stratum soil due to impulsive loads, Proc. of 8th Int. Conf. on Computer Methods and Advances in Geomechanics, 1994, pp.993-998.
IC37. Wang, H. and Takemiya, H., Dynamic response of tunnels to incident P, SV and Rayleigh waves by combined finite element method and try function method, Proc. of 8th Int. Conf. on Computer Methods and Advances in Geomechanics, 1994, pp.999-1004.

1993 (平成5年)
IC36*.Takemiya, H. and Tomono, T., Topographical site response for harmonic and pseudo-earthquake motions, 第10回世界地震工学会議論文集, 1992年 8月, 1993, pp.929-934.
IC35. Takemiya, H., Steinfeld, B., Transient 3D Lamb solution by classical approach and direct boundary element method, Proc. 2nd European Conf. On Structural Dynamics - EURODYN93, 1993年6月, pp.307-314.
IC34. Takemiya, H. Jiang J.Q., and Nakgajima, H. et.at., Wave impeding effect by artificial bedrock for pile foundation, Structural Dynamics - EURODYN93, 1993年6月, pp.411-418.
IC33. Takemiya, H. and Jiang J.-Q. : Dynamic SSI response of extended bridge at irregular site, Procs. Fourth East Asia-Pacific Conf. on Structural Eng. & Construction, Seoul, Korea, 1993, Sept., pp.1643-1648.
IC32. Wang, H. and Takemiya, H.: Seismic analysis of buried structures at alluvium, Procs. Fourth East Asia-Pacific Conf. on Structural Eng. & Construction, Seoul, Korea, 1993, Sept., pp.1759-1764.
IC31. Takemiya, H., Suda, K. Ono, M. and Yokota, T.: Seismic response of buried extended structures in irregular site, Procs. Fourth East Asia-Pacific Conf. on Structural Eng. & Construction, Seoul, Korea, 1993, Sept., pp.1789-1794.
IC30. Takemiya, H. and Katayama, Y.: Seismic design procedures of pile foundation, Procs. Fourth East Asia-Pacific Conf. on Structural Eng. & Construction, Seoul, Korea, 1993, Sept., pp.2077-2082.
IC29. Takemiya, H.: Effects of soil-structure interaction, in seismic design of bridges, ROC-Japan Workshop on Seismic Strengthening and Maintenance for Bridges, Taipei, 1993年11月，pp.25-43.

1992 (平成4年)
IC28. Takemiya, H.and Tomono, T., Transient topographical site response analysis by time domain hybrid method, Proc. Int. Sym. The effect of surface geology on seismic motion, 1992年3月, pp.173-178.
IC27. Nonlinear 2-Dimensional seismic response of soil deposits, Proc. Int. Sym. The effect of surface geology on seismic motion, 1992年3月, pp.209-214.

1991 (平成3年)
IC26. Takemiya, H., Arioka, K. and Watanabe, K., Compliance functions of strip foundation on multi-layered soils, Proc.3rd East Asia-Pacific Conf. On Structural Eng. and Construction, 1991, pp.233-238.
IC25. Takemiya, H. and Ishiyama, M., Nonlinear response of soil-pile supported structure under earthquake motions, Proc.3rd East Asia-Pacific Conf. On Structural Eng. and Construction, 1991, pp.735-740.
IC24. Takemiya, H. and Arioka, K., Numerical evaluation of Green's function of layered viscoelastic halfplane for certain buried forces, Computer Methods & Advances in Geomechanics, 1991年5月pp.1091-1096.
IC23. Takemiya, H., Wang. C. A., and Fujiwara, Transient response of topographical site for SH wave incidence, Proc. 5th Soil Dynamics and Earthquake Engineering Conf., 1991年9月, pp.

1990 (平成2年)
IC22. Takemiya, H. and Kadotani, T, Seismic analysis and design of bridges on Tomei expressway with emphasis on soil-structure interaction, Proc. Int. Conf. On Bridges, Tehran, Iran, 1990年5月, pp.17s.

1989 (平成元年)
IC21*. Takemiya, H. and Kadotani, T., Seismic analysis of a cable stayed 3-span continuous bridge with emphasis on soil-structure interaction, 第9回世界地震工学会議論文集, 1989年, pp.VIII.359-364.
IC20*. Takemiya, H. and Wan Can Yun, A modified indirect boundary element method to compute the impedance functions for rigid foundations, 第9回世界地震工学会議論文集, 1989, pp.III.355-360.

1987 (昭和62年)
IC19. Takemiya, H. and Kadotani, T., Seismic analysis of a cable stayed 3-span continuous bridge with emphasis on soil-structure interaction, Proc. of Pacific Conf. Earthquake Eng., New Zealand, 1987年7月, Total pages 8.
IC18. Kawano, K. Yamada, Y. and Takemiya, H., Dynamic interaction analysis of cable-stayed bridge, Proc. of Int. Conf. on cable-stayed bridges, 1987年11月, pp.399-406.
IC17*.Takemiya, H. and Goda K., BEM analysis of 3-D soil-structural foundation interaction for incident body waves, 3rd Int. Conf. on Soil Dynamics and Earthquake Engineering, Princeton, U.S.A., 1987年6月, Total pages 12.

1986(昭和61年)
IC16. Takemiya, H. and Yukawa, Y., Dynamic analysis of grouped pile foundation in layered soils, Proc. of 1st East Asia Conference on Structural Engineering and Construction, 1986 年１月, pp.1598-1609.
IC15. Takemiya, H., Goda, K., Iida, T. and Nakazato, S., Soil-structure interaction of gravity-type steel offshore structure for earthquakes, Proc. of 1st East Asia Conference on Structural Engineering and Construction, 1986, pp.1109-1119.
IC14. Takemiya, H., Iida, T. and Nakazato, S., Soil-structure interaction of gravity-type steel offshore structure for earthquakes, Proc. 5thh Int. Conf. Offshore Mechanics and arctic eng., Vol.1, 1986 年5月, pp.663-670.

1985 (昭和60年)
IC13. Takemiya, H., Kojima O. and Ninomiya, A., Seismic analysis and design of huge blast furnaces, 4th Int. Conf. Structural Safety and Reliability, 1985年5月, pp.I-321-329.
IC12. Kotaro Uotani and Hirokazu Takemiya, Pseudo three Dimensional seismic Analysis of Soil-Foundation-Superstructure System, Proc. 5th. Int. Conf. Numerical Method Geomechanics, 1985年4月, p.6 s.

1984 (昭和59年)
IC11*. Takemiya, H. Yokoyama, K., Seismic Analysis of An Underground Structure, Proc. Int. Sym. Dyn. Soil-Structure Interaction, Minneapolis, Sept. 1984, pp.65-74.
IC10*. Hirokazu Takemiya, Osamu Kojima, and Jun Ninomiya, Seismic An analysis and Design of Huge Blast Furnaces, Proc. 8th World Conference on Earthquake Engineering, 1984年 7月, pp.311-318.
IC9*. Hirokazu Takemiya, Toshiki Shimada, et.al., Seismic Analysis Of Multi-span Continuous Girder Bridge with Emphasis on soil-Structure Interaction, Proc. 8th World Conference on Earthquake Engineering, 1984. 7., pp.159-166.
IC8*. Hirokazu Takemiya and Kotaro Uotani, Pseudo-three Dimensional Seismic Analysis of Soil-Foundation Superstructure System, Proceedings of the 5th Engineering Mechanics Division Specialty Conference, American Society of Civil Engineers, 1984年 8月, pp.352-355.

1982 (昭和57年)
IC7*. Hirokazu Takemiya, Seismic Response Analysis of Multi-span Continuous Bridge with High Piers on Deep Pile Foundations, Proceedings of the International Conference on Soil Dynamics and Earthq. Eng., 1982年11月, pp.749-763.

1980 (昭和55年)
IC6*. Yoshikazu Yamada, Hirokazu Takemiya, and Shigeru Noda, Layered Soil-Pile-Superstructure Dynamic Interaction Proceedings of the 7th World Conference on Earthq. Eng., Vol.5, 1980年 9月, pp.165-172.
IC5*. Hirokazu Takemiya and Kenji Kawano, Substructure Method for Earthquake Response of High Elevated Multi-span Continuous Bridges, Proceedings of the 7th World Conference on Earthq. Eng., Vol.5, 1980年 9月, pp.459-466.

1978 (昭和53年)
IC4. .Karasudhi, C.C.Wu and H. Takemiya, Probabilistic Solution to Hysteretic Systems Subjected to Earthquakes, Proceedings of U.S. South-East Asia Symposium on Engineering for Natural Hazards Protection, 1978年 9月, pp.110-120.

1977 (昭和52年)
IC3*. Hirokazu Takemiya, Low-cycle Fatigue Under Random Earthquake Motions. Proceedings of the 6th World Conference on Earthquake Engineering, 1977年 1月, pp.592-597.
IC2. Karasdhi,P., Wu,C.C. and Takemiya,H, Statistically Equivalent Linear Model For a Hysteretic System Proceedings of the First International Conference on Mathematical Modeling, 1977,Total ps 10.

1973 (昭和48年)
IC1*. Yoshikazu Yamada, Yozo Goto and Hirokazu Takemiya, Studies on the Earthquake resistant Design of Suspension Bridge Tower and pier Stem, Proceedings of the 5th World Conference on Earthquake Engineering, 1973年 9月, Paper No.162, Total ps.10.