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  1. Koji Yoshizaki,Thomas D. O'Rourke and Masanori Hamada$B!'!V(JLARGE DEFORMATION BEHAVIOR OF BURIED PIPELINES WITH LOW-ANGLE ELBOWS SUBJECTED TO PERMANENT GROUND DEFORMATION$B!W!$(JStructural Eng./Earthquake Eng.JSCE.Vol.18,No1,pp418-528,April,2001
  2. Masanori Hamada$B!'!V(JPERFORMANCES OF FOUNDTIONS AGAINST LIQUEFACTION-INDUCED PERMANENT GROUND DISPLACEMENTS$B!W!$(JProceedings of 12th World Conference on Earthquake Engineering,pp1754-1761,2000
  3. Masanori Hamada:$B!V(JSEISMIC CODE DEVELOPMENT FOR CIVIL INFRASTRUCTURES AFTER RHE 1995 HYOGOKEN-NANBU(KOBE)EARTHQUAKE$B!W(J,Proceedings of Optimizing Post-Earthquake Lifeline System Reliability,Technical Councel of Lifeline Earthquake Engineering,ASCE,pp.922$B!A(J924$B!$(J1999
  4. Koji Yoshizaki,Masanori Hamada and Thomas D. O'Rourke:$B!V(JLARGE DEFORMATION BEHAVIOR OF PIPELINES WITH ELBOWS$B!W(J,Proceedings of Optimizing Post-Earthquake Lifeline Earthquake Engineering,ASCE,pp302-311,1999
  5. Masanori Hamada,$B!'!V(JSIMILITEDE LAW FOR LIQUEFIED GROUND FLOW$B!W(JProceedings of 7th U.S-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures Against Soil Liquefaction,1,pp191$B!A(J206,1999
  6. $B_@ED!!@/B'(J,$B>!!2C!'(J $B!V1U>u2=$K$h$kCOHW$N?eJ?JQ0L$N8&5f!W!$EZLZ3X2qO@J8=8!$(JNo./$B-7(J-43,596$B!$(Jpp189$B!A(J208,1998
  7. Masanori Hamada$B!'!V(JLESSONS LEARNED FROM THE 1995 Hyogoken-NANBU$B!!(J(KOBE)$B!!(JEARTHQUAKE$B!](JJSCE'S PROPOSALS ON MEASURES AGAINST FUTURE EARTHQUAKES$B!W!$(JCivil Engineering,$B!!(JJSCE,Vol.36,pp3-14,1997
  8. Masanori Hamada, Ryoji Isoyama and Kazue Wakamatsu$B!'!V(JLIQUEFACTION-INDUCED GROUND DISPLACEMENT AND ITS RELATED DAMAGE TO LIFELINE FACILITIES$B!W!$(JJapanese Geotechnical Society,$B!$(JSpecial issue of soils and Foundations ,pp197$B!A(J205,1996
  9. Masanori Hamada and Kazue Wakamatsu$B!'!V(JLIQUEFACTION GROUND DEFORMATION AND THEIR CAUSED DAMAGE TO STRUCTURES$B!W(JA special Report on the 1995 Hyogoken-nanbu Structures-Japan Society of Civil Engineers,pp81$B!A(J98,1996
  10. Masanori Hamada$B!'!V(JA STUDY ON FLOW CHARACTERISTICS OF LIQUEFIED SOIL$B!W(J,Proceeding of U.S-Japan Cooperative Research on urban Earthquake Disaster Mitigation, U.S-Japan Joint Workshop and Third Grantees Meeting,pp89$B!A(J96,1996
  11. Masanori Hamada, H Sato and T. Nakamura::¢A N EXPERIMENTAL AND NUMERICAL STUDY ON LIQUEFACTION-INDUCED GROUND DISPLACEMENT£, Proceedings of 5th National Conference on Earthquake Engineering, U.S.A. Vol.$B-8(J, pp169$B!A(J178, 1994
  12. Masanori Hamada, H. Sato and T. Kawakami:¢A CONSIDERATION OF THE MECHANISM FOR LIQUEFACTION-RELATED LARGE GROUND DISPLACEMENT£,Proceedings from the 5th U.S-Japan Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures against Soil Liquefaction, Technical Report NCEER 94-0026, pp217$B!A(J232,1994
  13. Masanori Hamada, K.Ohtomo$BB>(J2$BL>(J:¢EXPERIMENTAL STUDY OF EFFECTS OF LIQUEFACTION-INDUCED GROUND DISPLACEMENT ON IN-GROUND STRUCTURES£, Proceedings from the 4th Japan-U.S.Workshop on Earthquake Resistant Design of Lifeline Facilities and Countermeasures for Soil Liquefaction, Technical Report NCEER-92-0019, Vol$B-6(J,pp481$B!A(J492, 1992
  14. Masanori Hamada:$B!V(JLARGE GROUND DEFORMATIONS AND THEIR EFFECTS ON LIFELINES:1964 NIIGATA EARTHQUAKE$B!W(J,Case Studies of Liquefaction and Lifeline Performance During Past Earthquake,Vol1,Japanese Case Studies,Technical Report NCEER-92-0001,National Center for Earthquake Engineering Research,U.S.A,pp3-1$B!A(J3-123,1992
  15. Masanori Hamada:$B!V(JLARGE GROUND DEFORMATIONS AND THEIR EFFECTS ON LIFELINES:1983 NIHONKAI-CHUBU EARTHQUAKE$B!W(J,Case Studies of Liquefaction and Lifeline Performance During Past Earthquake,Vol1,Japanese Case Studies,Technical Report NCEER-92-0001,National Center for Earthquake Engineering Research,U.S.A,pp4-1$B!A(J4-85,1992
  16. Thomas D. O'Rourke,B.L.Roth and Masanori Hamada: ¢LARGE GROUND DEFORMATIONS AND THEIR EFFECTS ON LIFELINE FACILITUES£,Case Studies of Liquefaction and Lifeline Performance During Pst Earthquakes, Vol2 United states Case Studies Technical Report NCEER-92-0002 National Center for Earthquake Engineering Research U.S.A,pp3-1$B!A(J3-85,1992
  17. $B_@ED!!@/B'(J,$B0BED!!?J(J,$B0k;3!!N6Fs(J,$BB>(J1$BL>!'(J $B!V1U>u2=$K$h$kCOHW$N1J5WJQ0L$HCO?LHo32$K4X$9$k8&5f!W!$EZLZ3X2qO@J8=8!$(JNo.376$B!$(Jpp221$B!A(J229,1986
  18. $B_@ED!!@/B'(J,$B0BED!!?J(J,$B0k;3!!N6Fs(J,$BB>(J1$BL>!'(J $B!V1U>u2=$K$h$kCOHW$N1J5WJQ0L$NB,Dj$H9M;!!W!$EZLZ3X2qO@J8=8!$(JNo.376,1986
  19. $B_@ED!!@/B'(J,$B@t!!Gn0t(J,$B4dLn!!@/9@(J,$BB>(J1$BL>!'(J $B!V4dHW6uF6$NCO?L;~$R$:$_$N2r@O$HBQ?L@_7W!W!$EZLZ3X2qO@J8Js9p=8!$(JNo.341$B!$(Jpp197$B!A(J205,1984
  20. $B_@ED!!@/B'!'(J $B!VBg7?%?%s%/$NCO?L;~5sF0$N4QB,$H2r@O!W!$EZLZ3X2qO@J8Js9p=8!$(JNo.273$B!$(Jpp1$B!A(J14, 1978