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    ’˜‘(4û)C˜_•¶(55•ÒCŠÖ˜AŽóÜ7Œ)‚ɂ‚¢‚āC‰º‹L‚̋敪‚Å•ª—Þ‚µ‚ÄŒfÚ‚µ‚Ä‚¢‚Ü‚·D

    ’˜‘(4û)

    ¸“Ç•tŠwpŽGŽŒfÚ˜_•¶(26•ÒCŠÖ˜AŽóÜ4Œ)

    ¸“Ç•t‘à˜_•¶(2•Ò)

    ¸“Ç•t‘“à‰ï‹cƒvƒƒV[ƒfƒBƒ“ƒOƒX(8•ÒCŠÖ˜AŽóÜ3Œ)

    ¸“Ç•t‘Û‰ï‹cƒvƒƒV[ƒfƒBƒ“ƒOƒX(7•Ò)

    ¸“Ç‚Ì–³‚¢‘Û‰ï‹c“™‚̘_•¶(12•Ò)


    ã‹L‚̋敪‚ð‚¹‚¸‚ɁC”N‘㏇‚É‚Ü‚Æ‚ß‚½‚à‚̂ɂ‚¢‚ẮC‰º‹L‚ÉŒfÚ‚³‚ê‚Ä‚¢‚Ü‚·D

  1. “Œ–k‘åŠwŒ¤‹†ŽÒÐ‰î(ŒÂlƒy[ƒW)‚Ì’˜‘˜_•¶“™‚̏î•ñƒy[ƒW
  2. HŠwŒ¤‹†‰ÈŒ¤‹†ŽÒî•ñ(ŒÂlƒy[ƒW)

y’˜‘z(ISBN•t‚Ì‚à‚Ì‚ÉŒÀ’è)

  1. “y–ØŠw‰ïF\‘¢HŠwƒVƒŠ[ƒY25@‹´—À‚̈ێŠÇ—@ŽÀ‘H‚Æ•û–@˜_CŠÛ‘Po”ŁC2016.(•ª’SŽ·•M)
    (ISBN 978-4-8106-0921-9)
  2. “y–ØŠw‰ïFŽÐ‰ïƒCƒ“ƒtƒ‰ ƒƒ“ƒeƒiƒ“ƒXŠw@‡T‘˜_•Ò@‡UHŠw•ÒCŠÛ‘Po”ŁC2015.(•ª’SŽ·•M)
    (ISBN 978-4-8106-0858-8)
  3. Mitsuyoshi Akiyama, Dan M. Frangopol and Hiroshi Matsuzaki: Reliability-based Durability Design and Service Life Assessment of Concrete Structures in a Marine Environment, Chapter 1 in Maintenance and Safety of Aging Infrastructure (Edited by Dan Frangopol and Yiannis Tsompanakis), CRC Press/Balkema, Taylor & Francis Group, London, pp. 1-26, 2014.
    (doi: 10.1201/b17073-2, ISBN 978-0-203-38628-6)
  4. “y–ØŠw‰ïF\‘¢HŠwƒVƒŠ[ƒY23@“y–؍\‘¢•¨‚̃‰ƒCƒtƒTƒCƒNƒ‹ƒ}ƒlƒWƒƒ“ƒg@`•û–@˜_‚ÆŽÀ—áCƒKƒCƒhƒ‰ƒCƒ“`CŠÛ‘Po”ŁC2013.(•ª’SŽ·•M)
    (ISBN 978-4-8106-0810-6)

y¸“Ç•tŠwpŽGŽŒfÚ˜_•¶z

  1. `‹g–íC–î•”³–¾CŠ‹¼ºC‚‹´—ǘaC¼ú±—TCHŽR[—ǁF2016”NŒF–{’nk‚Å”íÐ‚µ‚½Œ§“¹338†‰¡]‘å‹´‚É‚¨‚¯‚é’nk“®‚̐„’èC“ú–{’nkHŠw‰ï˜_•¶WCVol. 17CNo. 2Cpp. 191-195C2017.
    (doi: 10.5610/jaee.17.2_191)
  2. ‹ß‰hˆê˜YC”ª“ˆGKC“à“¡‰pŽ÷C¼ú±—TCŽR“´WˆêC—é–ØŠîsF“€Œ‹—Z‰ð‚ðŽó‚¯‚½RC‚Í‚è‚̈À‘S«•]‰¿‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹†C\‘¢HŠw˜_•¶WCVol. 63ACpp. 784-794C2017.
  3. ¼ú±—TC¬–쎛ŽüC’Ѻ‘ñ“sC—é–ØŠîsF–ƐkŽx³‚ÌŒo”N—ò‰»‚ª–ƐkŽx³|RC‹´‹rŒn‚Ì’nkŽž‘¹ƒ‚[ƒh‚É‹y‚Ú‚·‰e‹¿‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹†C\‘¢HŠw˜_•¶WCVol. 63ACpp. 397-410C2017.
    –{˜_•¶‚ÉŠÖ‚µ‚āC‘æ63‰ñ\‘¢HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶Ü‚ðŽóÜ
  4. `‹g–íC–î•”³–¾C–ì’ÃŒúCŠ‹¼ºC‚‹´—ǘaC¼ú±—TCHŽR[—ǁF—ÕŽž—]kŠÏ‘ª‚ÉŠî‚­2016”NŒF–{’nk‚É‚¨‚¯‚鐼Œ´‘º‚¨‚æ‚ѓ숢‘h‘º‚Ì”íÐ‹´—À‚ɍì—p‚µ‚½’nk“®‚Ì•]‰¿C\‘¢HŠw˜_•¶WCVol. 63ACpp. 265-278C2017.
  5. `‹g–íC–î•”³–¾Cžd–ؐ³ŠìC‚‹´—ǘaCŠ‹¼ºC¼ú±—TCHŽR[—ǁF—ÕŽž—]kŠÏ‘ª‚ÉŠî‚­2016”NŒF–{’nk‚É‚¨‚¯‚é‹ãBŽ©“®ŽÔ“¹‰ˆ‚¢‚Ì”íÐ‹´—À‚ɍì—p‚µ‚½’nk“®‚Ì•]‰¿C\‘¢HŠw˜_•¶WCVol. 63ACpp. 251-264C2017.
  6. Hata, Y., Yabe, M., Kasai, A., Matsuzaki, H., Takahashi, Y. and Akiyama, M.: Ground motion estimation for the elevated bridges of the Kyushu Shinkansen derailment caused by the foreshock of the 2016 Kumamoto earthquake based on the site-effect substitution method, Earth, Planets and Space, Vol. 68, Article: 199, 2016.
    (doi: 10.1186/s40623-016-0573-3)
  7. Ichikawa, S., Matsuzaki, H., Moustafa, A., ElGawady, M. and Kawashima, K.: Seismic-Resistant Bridge Columns with Ultrahigh-Performance Concrete Segments, Journal of Bridge Engineering, ASCE, Vol. 21, No. 9, 04016049, 2016.
    (doi: 10.1061/(ASCE)BE.1943-5592.0000898)
  8. ¬–쎛ŽüC¼ú±—TC—é–ØŠîsF‹É‘å’nk“®‚ɑ΂·‚é–ƐkŽx³|RC‹´‹rŒn‚̃LƒƒƒpƒVƒeƒBƒfƒUƒCƒ“‚ÉŠÖ‚·‚錤‹†C“y–ØŠw‰ï˜_•¶WA1(\‘¢E’nkHŠw)CVol. 72CNo. 4Cpp. I_708-I_718C2016.
    (doi: 10.2208/jscejseee.72.I_708)
    –{˜_•¶‚ÉŠÖ‚µ‚āC“y–ØŠw‰ï’nkHŠw˜_•¶W˜_•¶Ü‚ðŽóÜ
  9. ¼ú±—TC¬–쎛ŽüC—é–ØŠîsF’nk“®‚Ì•sŠm’萫‚ª–ƐkŽx³|RC‹´‹rŒn‚Ì’nkŽž‘¹‚É‹y‚Ú‚·‰e‹¿‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹†C“ú–{’nkHŠw‰ï˜_•¶WCVol. 16CNo. 1Cpp. 228-237C2016.
    (doi: 10.5610/jaee.16.1_228)
  10. ¬–쎛ŽüC¼ú±—TC—é–ØŠîsF–ƐkŽx³‚ÌŒo”N—ò‰»‚ª–ƐkŽx³|RC‹´‹rŒn‚Ì’nk‰ž“š‚É‹y‚Ú‚·‰e‹¿C“y–ØŠw‰ï˜_•¶WA1(\‘¢E’nkHŠw)CVol. 71CNo. 4Cpp. I_737-I_748C2015.
    (doi: 10.2208/jscejseee.71.I_737)
  11. ¼ú±—TCŠ}Œ´N•½Cª–{Œ«“lC—é–ØŠîsFRC‹´‹r‚Ì”ñüŒ`‰ž“š“Á«‚𔽉f‚³‚¹‚½’nk“®ƒGƒlƒ‹ƒM[‚ÉŠî‚­’nk“®‹­“xŽw•W‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹†C\‘¢HŠw˜_•¶WCVol. 61ACpp. 273-281C2015.
    (doi: 10.11532/structcivil.61A.273)
  12. Wenjin ZHANG, Hiroshi MATSUZAKI and Kazuhiko KAWASHIMA: Effect of Tie Bar Volume on the Seismic Performance of Polypropylene Fiber Reinforced Columns based on Hybrid Loading Experiments, Journal of JSCE, Ser. A1 (Structural Engineering & Earthquake Engineering (SE/EE)), Vol. 69, No. 4, pp. I_807-I_820, 2013.
    (doi: 10.2208/jscejseee.69.I_807)
  13. ‘å–î’q”VC‘¾“cŒ[‰îC¼ú±—TCì“‡ˆê•FFRC‹´‹r‚Ì‹È‚°”j‰ó“Á«‚É‹y‚Ú‚·¡–@Œø‰Ê‚É—^‚¦‚鎲•ûŒü“S‹Ø‹­“x‚̉e‹¿C“y–ØŠw‰ï˜_•¶WA1(\‘¢E’nkHŠw)CVol. 69CNo. 4Cpp. I_829-I_838C2013.
    (doi: 10.2208/jscejseee.69.I_829)
  14. Žsìãđ¾C’†‘º‰›—¢C¼ú±—TCMohamed ElgawadyC‹àŒõ‰Ã‹vCŽR–ì•ÓTˆêCì“‡ˆê•FF’´‚‹­“x‘@ˆÛ•â‹­ƒRƒ“ƒNƒŠ[ƒg»ƒvƒŒƒLƒƒƒXƒgƒZƒOƒƒ“ƒg‚ð—p‚¢‚½‹´‹r‚̑ϐk«‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†C“y–ØŠw‰ï˜_•¶WA1(\‘¢E’nkHŠw)CVol. 69CNo. 4Cpp. I_839-I_851C2013.
    (doi: 10.2208/jscejseee.69.I_839)
  15. Akiyama, M., Matsuzaki, H., Dang, T. H. and Suzuki, M.: Reliability-based capacity design for reinforced concrete bridge structures, Structure and Infrastructure Engineering, Vol. 8, No. 12, pp. 1096-1107, 2012.
    (doi: 10.1080/15732479.2010.507707)
  16. ¼ú±—TCŒF’J—S“ñCì“‡ˆê•FF’f‘w‹ß–Tã‰º•ûŒü’nk“®‚É‚æ‚é•Ï“®Ž²—͉º‚ÌRC‹´‹r‚̑ϐk«‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†C“y–ØŠw‰ï˜_•¶WA1(\‘¢E’nkHŠw)CVol. 68CNo. 4Cpp. I_617-I_626C2012.
    (doi: 10.2208/jscejseee.68.I_617)
  17. •½ˆä—ǍKCì“‡ˆê•FC¼ú±—TF’nkŽž‚É‚¨‚¯‚éŽÎ‹´‚̉ñ“]“Á«C“y–ØŠw‰ï˜_•¶WA1(\‘¢E’nkHŠw)CVol. 68CNo. 4Cpp. I_432-I_443C2012.
    (doi: 10.2208/jscejseee.68.I_432)
  18. Žsìãđ¾C’£‰sC²X–Ø’q‘åCì“‡ˆê•FCMohamed ElGawadyC¼ú±—TCŽR–ì•ÓTˆêFUFCƒZƒOƒƒ“ƒg‚ð—p‚¢‚½‹´‹r‚̑ϐk«C“y–ØŠw‰ï˜_•¶WA1(\‘¢E’nkHŠw)CVol. 68CNo. 4Cpp. I_533-I_542C2012.
    (doi: 10.2208/jscejseee.68.I_533)
  19. ì“‡ˆê•FC‘¾“cŒ[‰îC‘å–î’q”VC²X–Ø’q‘åC¼ú±—TFRC‹´‹r‚Ì‹È‚°‘Y«•ÏŒ`‚É‹y‚Ú‚·‘eœÞ¡–@‹y‚Ñ“S‹Ø’f–ʐς̕]‰¿–@‚̉e‹¿C“y–ØŠw‰ï˜_•¶WA1(\‘¢E’nkHŠw)CVol. 68CNo. 4Cpp. I_543-I_555C2012.
    (doi: 10.2208/jscejseee.68.I_543)
  20. Akiyama, M., Frangopol, D. M. and Matsuzaki, H.: Life-cycle reliability of RC bridge piers under seismic and airborne chloride hazards, Earthquake Engineering and Structural Dynamics, Vol. 40, No. 15, pp. 1671-1687, 2011.
    (doi: 10.1002/eqe.1108)
  21. ì“‡ˆê•FC²X–Ø’q‘åC‰E‹ß‘哹CŠŒ´_ˆêC‰^ã–ÎŽ÷Cä~ˆêCK¶Œ«“ñC‚‹´—ǘaC–î•”³–¾C¼ú±—TFŒ»Ý‚Ì‹ZpŠî€‚Ő݌v‚µ‚½RC‹´‹r‚̑ϐk«‚ÉŠÖ‚·‚éŽÀ‘åk“®‘äŽÀŒ±‹y‚Ñ‚»‚̉ðÍC“y–ØŠw‰ï˜_•¶WACVol. 66CNo. 2Cpp. 324-343C2010.
    (doi: 10.2208/jsceja.66.324)
  22. ¼ú±—TCHŽR[—ǁC‘å–Ø•¶GC’†“ˆŒ[‘¾C—é–ØŠîsF‰–ŠQŠÂ‹«‰º‚É‚ ‚éƒRƒ“ƒNƒŠ[ƒgŒ…‚̐݌v‘Ï—pŠúŠÔ‚ɂ킽‚é\‘¢ˆÀ‘S«•]‰¿Žè–@‚Æ‚»‚̃vƒŒƒeƒ“ƒVƒ‡ƒ“PCŒ…‚Ö‚Ì“K—pC“y–ØŠw‰ï˜_•¶WECVol. 66CNo. 2Cpp. 147-165C2010.
    (doi: 10.2208/jsceje.66.147)
  23. ¼ú±—TCHŽR[—ǁC—é–ØŠîsF•”•ªŒW”‚ð—p‚¢‚½ŠC—mŠÂ‹«‰º‚É‚ ‚éRC\‘¢•¨‚Ì‘Ï‹vM—Š«ÝŒvC\‘¢HŠw˜_•¶WCVol. 56ACpp. 733-741C2010.
    (doi: 10.11532/structcivil.56A.733)
    –{˜_•¶‚ÉŠÖ‚µ‚āC‘æ56‰ñ\‘¢HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶Ü‚ðŽóÜ
  24. ¼ú±—TCì“‡ˆê•FF’ZŽüŠú¬•ª‚ª‘ì‰z‚µ‚½ã‰º•ûŒü’nk“®‚ª‹´—À‚Ì’nk‰ž“š‚É‹y‚Ú‚·‰e‹¿C“y–ØŠw‰ï˜_•¶WA1(\‘¢E’nkHŠw)CVol. 65CNo. 1Cpp. 499-506C2009.
    (doi: 10.2208/jscejseee.65.499)
  25. ’†“c’ˆŽuC¼ú±—TCì“‡ˆê•FFÞ—¿“Á«‚̂΂ç‚‚«‚ðl—¶‚µ‚½RC‹´‹r‚̑ϐk«”\•]‰¿‚ÉŠÖ‚·‚錤‹†C“y–ØŠw‰ï˜_•¶WA1(\‘¢E’nkHŠw)CVol. 65CNo. 1Cpp. 468-477C2009.
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  26. HŽR[—ǁC¼ú±—TC²“¡L˜aC“à“¡‰pŽ÷C—é–ØŠîsF‰–ŠQŠÂ‹«‰º‚É‚ ‚éRC‹´‹r‚̑ϐkˆÀ‘S«Šm•Û‚ÌŠÏ“_‚©‚ç’è‚ß‚½ŒÀŠE“S‹Ø•…H—Ê‚Æ‚»‚Ì‘Ï‹vÝŒv–@‚ÉŠÖ‚·‚éŠm—¦˜_“IlŽ@C“y–ØŠw‰ï˜_•¶WECVol. 64CNo. 4Cpp. 541-559C2008.
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    –{˜_•¶‚ÉŠÖ‚µ‚āC•½¬21”N“x“y–ØŠw‰ï‹g“cÜ(˜_•¶•”–å)‚ðŽóÜ

y¸“Ç•t‘à˜_•¶z

  1. ¼ú±—TF–Ɛk‰»‚É‚æ‚éŠù‘¶ƒRƒ“ƒNƒŠ[ƒg\‘¢•¨‚Ì’nkŽžˆÀ‘S«‚ÌŒüãCƒRƒ“ƒNƒŠ[ƒgHŠwCVol. 55CNo. 2Cpp. 182-188C2017.
  2. ¼ú±—TFŒŸ¸Œ‹‰Ê‚ÉŠî‚­ŠùÝ\‘¢•¨‚̈ێŠÇ—Œv‰æ‚Ì•sŠm’萫‘¶Ý‰º‚ł̈ӎvŒˆ’èCƒRƒ“ƒNƒŠ[ƒgHŠwCVol. 53CNo. 10Cpp. 925-930C2015.

y¸“Ç•t‘“à‰ï‹cƒvƒƒV[ƒfƒBƒ“ƒOƒXz

  1. ¼ú±—TCŠ}Œ´N•½C—é–ØŠîsFRC‹´‹r‚Ɛ·“y‚Ì’nkŽž•œ‹ŒŠúŠÔ‚̐®‡‰»‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹†CJCOSSAR2015˜_•¶WCpp. 378-384C2015.
  2. ¬–쎛ŽüC¼ú±—TC—é–ØŠîsF•sŠm’萫‚ðl—¶‚µ‚½–ƐkŽx³|RC‹´‹rŒn‚Ì‘¹ƒ‚[ƒh•]‰¿CJCOSSAR2015˜_•¶WCpp. 371-377C2015.
  3. ¬–쎛ŽüC¼ú±—TC—é–ØŠîsF’nk“®‹­“x‚ª–ƐkŽx³|RC‹´‹rŠÔ‚Ì‘¹”z•ª‚É‹y‚Ú‚·‰e‹¿‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹†CƒRƒ“ƒNƒŠ[ƒgHŠw”NŽŸ˜_•¶WCVol. 37CNo. 2Cpp. 823-828C2015.
  4. ¼ú±—TCHŽR[—ǁC•“cç»ŽqFŠC—mŠÂ‹«‰º‚É‚ ‚éRC‹´‹r‚̃‰ƒCƒtƒ^ƒCƒ€‚ɂ킽‚é‘ϐkM—Š«•]‰¿CƒRƒ“ƒNƒŠ[ƒgHŠw”NŽŸ˜_•¶WCVol. 33CNo. 2Cpp. 877-882C2011.
  5. ¼ú±—TC’†“ˆŒ[‘¾CHŽR[—ǁC—é–ØŠîsFŠC—mŠÂ‹«‰º‚É‚ ‚éƒvƒŒƒeƒ“ƒVƒ‡ƒ“PCŒ…‚̍\‘¢M—Š«•]‰¿CƒRƒ“ƒNƒŠ[ƒgHŠw”NŽŸ˜_•¶WCVol. 31CNo. 1Cpp. 1009-1014C2009.
    –{˜_•¶‚ÉŠÖ‚µ‚āC‘æ31‰ñƒRƒ“ƒNƒŠ[ƒgHŠwu‰‰‰ï”NŽŸ˜_•¶§—ãÜ‚ðŽóÜ
  6. ¼ú±—TCHŽR[—ǁC—é–ØŠîsF•”•ªŒW”‚ð—p‚¢‚½‰–ŠQŠÂ‹«‰º‚É‚ ‚éRC\‘¢•¨‚Ì‘Ï‹vM—Š«ÝŒv–@‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹†CƒRƒ“ƒNƒŠ[ƒgHŠw”NŽŸ˜_•¶WCVol. 30CNo. 1Cpp. 729-734C2008.
  7. ¼ú±—TCDang Tuan HaiCHŽR[—ǁC—é–ØŠîsFRC‹´‹rEYŠî‘bŠÔ‚É•K—v‚È‘Ï—ÍŠi·‚ÉŠÖ‚·‚éŠm—¦˜_“IlŽ@CƒRƒ“ƒNƒŠ[ƒgHŠw”NŽŸ˜_•¶WCVol. 29CNo. 3Cpp. 853-858C2007.
    –{˜_•¶‚ÉŠÖ‚µ‚āC‘æ29‰ñƒRƒ“ƒNƒŠ[ƒgHŠwu‰‰‰ï”NŽŸ˜_•¶§—ãÜ‚¨‚æ‚Ñ•½¬19”N“x“ú–{ƒRƒ“ƒNƒŠ[ƒgHŠw‹¦‰ï“Œ–kŽx•”§—ãÜ‚ðŽóÜ
  8. ¼ú±—TCDang Tuan HaiCHŽR[—ǁC—é–ØŠîsF’nkŽž‘¹Šm—¦‚ð”»’fŠî€‚Æ‚µ‚½RC‹´‹rEYŠî‘bŠÔ‚Ì‘Ï—ÍŠK‘w‰»‚ÉŠÖ‚·‚éˆêlŽ@CJCOSSAR2007˜_•¶WCpp. 293-298C2007.

y¸“Ç•t‘Û‰ï‹cƒvƒƒV[ƒfƒBƒ“ƒOƒXz

  1. Matsuzaki, H. and Tsumura, T.: Resilient Isolated Bridges against Extreme Ground Motions and Deterioration of Isolators, Proceedings of the 12th International Conference on Structural Safety and Reliability, pp. 1087-1096, Vienna, Austria, 2017.
  2. Matsuzaki, H., Onodera, M. and Suzuki, M.: Failure mode evaluation of reinforced concrete bridge columns with isolators subjected to severe ground motions, Proceedings of the Fifth International Symposium on Life-Cycle Civil Engineering, pp. 1615-1621, Delft, Netherlands, 2016.
  3. Kumagai, Y., Matsuzaki, H. and Kawashima, K.: Effect of High Frequency Vertical Ground Motions on the Failure Mode of Reinforced Concrete Bridge Columns, Proceedings of the 7th Regional Symposium on Infrastructure Development, pp. 49-52, Bangkok, Thailand, 2015.
  4. Matsuzaki, H., Kasahara, K., Nemoto, K. and Suzuki, M. : Seismic intensity measure in consideration of nonlinear response of reinforced concrete columns, Proceedings of the Fourth International Symposium on Life-Cycle Civil Engineering, pp. 1771-1778, Tokyo, Japan, 2014.
  5. Akiyama, M., Suzuki, M., Matsuzaki, H. and Dang, T. H.: Reliability-based capacity design of RC bridge system, Proceedings of the 10th International Conference on Structural Safety and Reliability, pp. 3283-3290, Osaka, Japan, 2009.
  6. Suzuki, M., Akiyama, M., Matsuzaki, H. and Dang, T. H.: Concentric Loading Test of RC Columns with Normal and High-Strength Materials and Averaged Stress-Strain Model for Confined Concrete Considering Compressive Fracture Energy, Proceedings of the 2nd fib Congress, 3-13, Naples, Italy, 2006.
  7. Akiyama, M., Suzuki, M., Matsuzaki, H., Dang, T. H. and Li, Y. F.: Application of Reliability Theory to the Durability-Design of Concrete Structures Subjected to Corrosion, Proceedings of the 2nd fib Congress, 15-6, Naples, Italy, 2006.

y¸“Ç‚Ì–³‚¢‘Û‰ï‹c“™‚̘_•¶z

  1. Matsuzaki, H. and Tsumura, T.: Ultimate Failure Modes of Bridges with Reinforced Concrete Bridge Columns Retrofitted by Isolation, Proceedings of the 5th International Symposium on Reliability Engineering and Risk Management, pp. 151-154, Seoul, Korea, 2016.
  2. Ichikawa, S., Matsuzaki, H., Moustafa, A., ElGawady, M. A. and Kawashima, K.: Seismic Behavior of Ultra High Performance Segmental Bridge Columns, Transportation Research Board 94th Annual Meeting, No. 15-4346, 2015.
  3. Zhang, W., Matsuzaki, H. and Kawashima, K.: Effect of Tie Bar Volume on the Seismic Performance of Polypropylene Fiber Reinforced Concrete Columns based on Hybrid Loading Experiments, Proceedings of the 1st International Symposium on Earthquake Engineering, Japan Association for Earthquake Engineering, Vol. 1, pp. 381-390, Tokyo, Japan, 2012.
  4. Matsuzaki, H., Kumagai, Y. and Kawashima, K.: Effect of Strong Vertical Excitation on the Seismic Performance of RC Bridge Columns, Proceedings of the 15th World Conference on Earthquake Engineering, Paper No. 2696, Lisbon, Portugal, 2012.
  5. Kawashima, K. and Matsuzaki, H.: Damage of Road Bridges by 2011 Great East Japan (Tohoku) Earthquake, Proceedings of the 15th World Conference on Earthquake Engineering, Paper No. 683, Lisbon, Portugal, 2012.
  6. Kawashima, K., Ichikawa, S., ElGawady, M., Sasaki, T., Matsuzaki, H. and Yamanobe, S.: Effect of UFC Segments for Enhancing the Seismic Performance of Bridge Columns, Proceedings of the 15th World Conference on Earthquake Engineering, Paper No. 669, Lisbon, Portugal, 2012.
  7. Zhang, R., Sasaki, T., ElGawady, M. A., Kawashima, K. and Matsuzaki, H.: Seismic Performance of UFC Jacket Piers, Proceedings of the 9th International Conference on Urban Earthquake Engineering & 4th Asia Conference on Earthquake Engineering, pp. 961-968, Tokyo, Japan, 2012.
  8. Matsuzaki, H. and Kawashima, K.: Evaluation of Strong Ground Motions of the 2011 Great East Japan Earthquake based on Nonlinear Response of Standard Bridges, Proceedings of the International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake, pp. 1375-1385, Tokyo, Japan, 2012.
  9. Kawashima, K., Kosa, K., Takahashi, Y., Akiyama, M. and Matsuzaki, H.: Ground Motion and Tsunami Induced Damage of Bridges during 2011 Great East Japan Earthquake, Proceedings of the 27th US-Japan Bridge Engineering Workshop, Tsukuba, Japan, 2011.
  10. Kawashima, K., Kosa, K., Takahashi, Y., Akiyama, M., Nishioka, T., Watanabe, G., Koga, H. and Matsuzaki, H.: Damage of Bridges during 2011 Great East Japan Earthquake, Proceedings of the 43rd Joint Meeting of U.S.-Japan Panel on Wind and Seismic Effects, UJNR, pp. 165-178, Tsukuba, Japan, 2011.
  11. Kawashima, K., Sasaki, T., Kajiwara, K., Ukon, H., Unjoh, S., Sakai, J., Kosa, K., Takahashi, Y., Yabe, M., and Matsuzaki, H.: Shake Table Experiment on RC Bridge Columns Using E-Defense, Proceedings of the 41st Joint Meeting of U.S.-Japan Panel on Wind and Seismic Effect, UJNR, Technical Note of PWRI, No. 4153, pp. 188-201, Tsukuba, Japan, 2009.
  12. Matsuzaki, H. and Kawashima, K.: Effect of Strong Vertical Component of Nearfield Ground Motion on the Seismic Performance of an RC Bridge, Proceedings of the 6th International Conference on Urban Earthquake Engineering, pp. 659-663, Tokyo, Japan, 2009.

yŽóÜz

  1. 2017”N@‘æ63‰ñ\‘¢HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶Ü
  2. 2016”N@“y–ØŠw‰ï’nkHŠw˜_•¶W˜_•¶Ü
  3. 2015”N@‘æ18‰ñ«”\‚ÉŠî‚­‹´—À“™‚̑ϐkÝŒv‚ÉŠÖ‚·‚éƒVƒ“ƒ|ƒWƒEƒ€—DGu‰‰Ü
  4. 2014”N@‘æ17‰ñ«”\‚ÉŠî‚­‹´—À“™‚̑ϐkÝŒv‚ÉŠÖ‚·‚éƒVƒ“ƒ|ƒWƒEƒ€—DGu‰‰Ü
  5. 2010”N@‘æ56‰ñ\‘¢HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶Ü
  6. 2010”N@•½¬21”N“x“y–ØŠw‰ï‹g“cÜ(˜_•¶•”–å)
  7. 2009”N@‘æ31‰ñƒRƒ“ƒNƒŠ[ƒgHŠwu‰‰‰ï”NŽŸ˜_•¶§—ãÜ
  8. 2008”N@•½¬19”N“x“ú–{ƒRƒ“ƒNƒŠ[ƒgHŠw‹¦‰ï“Œ–kŽx•”§—ãÜ
  9. 2007”N@‘æ29‰ñƒRƒ“ƒNƒŠ[ƒgHŠwu‰‰‰ï”NŽŸ˜_•¶§—ãÜ
  10. 2006”N@•½¬18”N“x“y–ØŠw‰ï‹g“cŒ¤‹†§—ãÜ
  11. 2006”N@‘æ61‰ñ“y–ØŠw‰ï”NŽŸŠwpu‰‰‰ï—DGu‰‰ŽÒ•\²
  12. 2006”N@“Œ–k‘åŠwHŠwŒ¤‹†‰È’·Ü
  13. 2005”N@‘æ60‰ñ“y–ØŠw‰ï”NŽŸŠwpu‰‰‰ï—DGu‰‰ŽÒ•\²
  14. 2004”N@“Œ–k‘åŠw‘’·Ü

yŠwŠO‚Å‚ÌŠˆ“®z

  1. 2017”N`Œ»Ý@“y–ØŠw‰ï@’nkHŠwˆÏˆõ‰ï@‘ϐkŠî€¬ˆÏˆõ‰ï@ˆÏˆõ
  2. 2017”N`Œ»Ý@“y–ØŠw‰ï@\‘¢HŠwˆÏˆõ‰ï@\‘¢HŠw˜_•¶W•ÒW¬ˆÏˆõ‰ï@Š²Ž–
  3. 2017”N`Œ»Ý@“ú–{’nkHŠw‰ï@“ú–{’nkHŠw‰ï‘å‰ïŽÀsˆÏˆõ‰ï@ˆÏˆõ
  4. 2017”N`Œ»Ý@Member of International Scientific Committee, IABMAS 2018 Melbourne, Australia
    (9th International Conference on Bridge Maintenance, Safety and Management)
  5. 2016”N`2017”N@“y–ØŠw‰ï@\‘¢HŠwˆÏˆõ‰ï@\‘¢HŠw˜_•¶W•ÒW¬ˆÏˆõ‰ï@ƒRƒ“ƒNƒŠ[ƒg\‘¢•”–å@ˆÏˆõ
  6. 2016”N`Œ»Ý@“ú–{ƒRƒ“ƒNƒŠ[ƒgHŠw‰ï@ƒRƒ“ƒNƒŠ[ƒgHŠw”NŽŸ‘å‰ï2017(å‘ä)@ƒLƒ“ƒOEƒIƒuEƒRƒ“ƒNƒŠ[ƒg•”‰ï@ˆÏˆõ
  7. 2016”N`Œ»Ý@“ú–{ƒRƒ“ƒNƒŠ[ƒgHŠw‰ï@ƒRƒ“ƒNƒŠ[ƒgHŠw”NŽŸ‘å‰ï2017(å‘ä)@u‰‰•”‰ï@ˆÏˆõ
  8. 2016”N`Œ»Ý@“ú–{ƒRƒ“ƒNƒŠ[ƒgHŠw‰ï@“Œ–kŽx•”@ƒz[ƒ€ƒy[ƒW‰^—pˆÏˆõ‰ï@ˆÏˆõ
  9. 2016”N`Œ»Ý@“ú–{ƒRƒ“ƒNƒŠ[ƒgHŠw‰ï@“S‹ØƒRƒ“ƒNƒŠ[ƒg‘¢•Ç•”Þ‚Ì‹È‚°I‹Ç‹­“xŽZ’è–@‚ÉŠÖ‚·‚錤‹†ˆÏˆõ‰ï@Š²Ž–
  10. 2016”N`Œ»Ý@“y–ØŠw‰ï@’nkHŠwˆÏˆõ‰ï@ˆÏˆõ
  11. 2016”N`2017”N@“ú–{ƒRƒ“ƒNƒŠ[ƒgHŠw‰ï@ƒRƒ“ƒNƒŠ[ƒgHŠw”NŽŸ˜_•¶¸“Ljψõ‰ï@ˆÏˆõ
  12. 2015”N`2016”N@“y–ØŠw‰ï@”NŽŸŠwpu‰‰‰ïu‰‰•”‰ï@Œ¤‹†“¢˜_‰ï”ǁ@”Ljõ
  13. 2015”N`2017”N@“ú–{ƒRƒ“ƒNƒŠ[ƒgHŠw‰ï@•¶Œ£’²¸ˆÏˆõ‰ï@\‘¢EÝŒv•”‰ï@Žå¸(2015”N“xC2016”N“x)
  14. 2015”N`Œ»Ý@“ú–{“¹˜H‹¦‰ï@‘ϐkÝŒv¬ˆÏˆõ‰ï@•”•ªˆÀ‘SŒW”ÝŒv–@WG@Š²Ž–
  15. 2014”N`Œ»Ý@“y–ØŠw‰ï@’nkHŠwˆÏˆõ‰ï@«”\‚ÉŠî‚­‹´—À“™\‘¢•¨‚̑ϐkÝŒv–@‚ÉŠÖ‚·‚錤‹†¬ˆÏˆõ‰ï@Š²Ž–’·
  16. 2014”N`Œ»Ý@“y–ØŠw‰ï@\‘¢HŠwˆÏˆõ‰ï@ŠùÝ\‘¢•¨‚ð‘ΏۂƂµ‚½ˆÀ‘S«•]‰¿Œ¤‹†¬ˆÏˆõ‰ï@ˆÏˆõ
  17. 2013”N`2016”N@“y–ØŠw‰ï@\‘¢HŠwˆÏˆõ‰ï@‹´—À‚̈ێŠÇ—ƒVƒXƒeƒ€Œ¤‹†¬ˆÏˆõ‰ï@WG2Š²Ž–
  18. 2013”N`2015”N@“y–ØŠw‰ï@ƒRƒ“ƒNƒŠ[ƒgˆÏˆõ‰ï@”æ˜J‚ÉŠÖ‚·‚錤‹†¬ˆÏˆõ‰ï@WG2@ˆÛŽŠÇ—SWGŽå¸
  19. 2012”N`2014”N@“y–ØŠw‰ï@\‘¢HŠwˆÏˆõ‰ï@\‘¢HŠw˜_•¶W•ÒW¬ˆÏˆõ‰ï@ÝŒvHŠw•”–å@ˆÏˆõ
  20. 2012”N@‰ÈŠw‹ZpU‹»‹@\@ƒTƒCƒGƒ“ƒXEƒp[ƒgƒi[ƒVƒbƒvEƒvƒƒWƒFƒNƒg
    ç—tŒ§—§ç—t“Œ‚“™ŠwZuˆÀSEˆÀ‘S‚ȍ‘‚â’nˆæ‚­‚è‚ðŽÀŒ»‚·‚邽‚߂ɁA’nkÐŠQ‚ÌŒyŒ¸ô‚ðŠw‚ԁBg‹´—À–ÍŒ^‚̐U“®ŽÀŒ±h‚¨‚æ‚сg“ú”ä’J‚Ì“ü‚è]‚ð’H‚Á‚āhv@uŽt
  21. 2012”N`2016”N@“y–ØŠw‰ï@‰ž—p—ÍŠwˆÏˆõ‰ï@‹t–â‘菬ˆÏˆõ‰ï@ˆÏˆõ
  22. 2012”N`2013”N@“Œ“ú–{‘åkÐ‚ÉŠÖ‚·‚é“Œ–kŽx•”Šwp‡“¯’²¸ˆÏˆõ‰ï@‘æ1•”–å@ˆÏˆõ
  23. 2012”N`2015”N@“y–ØŠw‰ï@’nkHŠwˆÏˆõ‰ï@“Œ“ú–{‘åkÐ‚É‚æ‚é‹´—À“™‚Ì”íŠQ•ªÍ¬ˆÏˆõ‰ï@ˆÏˆõ
  24. 2011”N@‰ÈŠw‹ZpU‹»‹@\@ƒTƒCƒGƒ“ƒXEƒp[ƒgƒi[ƒVƒbƒvEƒvƒƒWƒFƒNƒg
    ç—tŒ§—§ç—t“Œ‚“™ŠwZuƒy[ƒp[ƒuƒŠƒbƒWƒRƒ“ƒeƒXƒg‚Æ‹÷“cì‹´—ÀŒQ‚ÌŒ©Šw‚É‚æ‚é’nk”íŠQ‚Ì‹³ŒP‚Æ‚»‚ÌŒyŒ¸ô‚ÌŠwKv@uŽt
  25. 2011”N`2012”N@6Šw‰ï‹¤Ã“Œ“ú–{‘åkÐ‘ÛƒVƒ“ƒ|ƒWƒEƒ€@ŽÀs•”‰ï@ˆÏˆõ
  26. 2010”N`2014”N@“y–ØŠw‰ï@’nkHŠwˆÏˆõ‰ï@«”\‚ÉŠî‚­‘ϐkÝŒv–@‚ÉŠÖ‚·‚錤‹†¬ˆÏˆõ‰ï@ˆÏˆõ
  27. 2010”N`2013”N@“y–ØŠw‰ï@\‘¢HŠwˆÏˆõ‰ï@“y–؍\‘¢•¨‚̃‰ƒCƒtƒTƒCƒNƒ‹ƒ}ƒlƒWƒƒ“ƒgŒ¤‹†¬ˆÏˆõ‰ï@M—Š«WG@Š²Ž–
  28. 2008”N`2009”N@“y–ØŠw‰ï@’nkHŠwˆÏˆõ‰ï@’nk“®Œ¤‹†‚̐i“W‚ðŽæ‚è“ü‚ꂽŒö‹¤ŽÐ‰ïƒCƒ“ƒtƒ‰‚̐݌v’nk—Í‚ÉŠÖ‚·‚錤‹†¬ˆÏˆõ‰ï@ˆÏˆõ
  29. 2008”N`2010”N@“y–ØŠw‰ï@’nkHŠwˆÏˆõ‰ï@’nkŽž•Û—L‘Ï—Í–@‚ÉŠî‚­‘ϐkÝŒv–@Œ¤‹†¬ˆÏˆõ‰ï@ˆÏˆõ
  30. 2008”N`2010”N@–hÐ‰ÈŠw‹ZpŒ¤‹†Š@‹´—À‘ϐkŽÀŒ±Œ¤‹†ŽÀs•”‰ï@ˆÏˆõ
  31. 2006”N`2008”N@“y–ØŠw‰ï@ƒRƒ“ƒNƒŠ[ƒgˆÏˆõ‰ï@ƒRƒ“ƒNƒŠ[ƒg\‘¢•¨‚̐M—Š«ÝŒv–@‚ÉŠÖ‚·‚錤‹†¬ˆÏˆõ‰ï@ˆÏˆõ

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