Graduate School of Design and Architecture, Nagoya City University, Japan
| AEæ |
ƒ[ƒlƒRƒ“F´…ŒšÝ(Š”) ÝŒvŽ––±ŠF(Š”)‰–Œ©ÝŒvC(Š”)“à“¡Œš’zŽ––±ŠC(Š”)ƒ[ƒNƒLƒ…[ƒuC(Š”)mÝŒvŽº ƒnƒEƒXƒ[ƒJ[Fƒgƒˆƒ^ƒz[ƒ€–¼ŒÃ‰®(Š”)Cƒgƒˆƒ^ƒz[ƒ€“ŒŠC(Š”)C“ŒVZŒš •s“®ŽYF(Š”)ƒ}ƒŠƒ‚ ‰Æ‹ïEƒCƒ“ƒeƒŠƒAF(Š”)ƒjƒgƒŠCKEIKO+MANABU H–±“XFX‰ºH–±“XC“h•Ç Ž©“®ŽÔF“úŽYŽ©“®ŽÔ ‘åŠwF–¼ŒÃ‰®Œ|p‘åŠw ‚»‚Ì‘¼FƒGƒvƒ\ƒ“”Ì”„ Œö–±ˆõF‹Ë¶Žs–ðŠ |
| iŠwæ |
“Œ‹ž‘åŠw‘åŠw‰@HŠwŒnŒ¤‹†‰ÈiŒš’zŠwêUj “Œ‹ž‘åŠw‘åŠw‰@V—̈æ‘n¬‰ÈŠwŒ¤‹†‰ÈiŠÂ‹«ŠwêUj “Œ‹žH‹Æ‘åŠw‘åŠw‰@‘‡—HŠwŒ¤‹†‰ÈiŠÂ‹«—HŠw‘n‘¢êUj –¼ŒÃ‰®‘åŠw‘åŠw‰@ŠÂ‹«ŠwŒ¤‹†‰Èi“sŽsŠÂ‹«ŠwêUj –¼ŒÃ‰®‘åŠw‘åŠw‰@HŠwŒ¤‹†‰Èi’nŒ—ŠÂ‹«HŠwêUj –¼ŒÃ‰®Žs—§‘åŠw‘åŠw‰@Œ|pHŠwŒ¤‹†‰ÈiŒ|pHŠwêUj –L‹´‹Zp‰ÈŠw‘åŠw‘åŠw‰@HŠwŒ¤‹†‰Èi‹@ŠBƒVƒXƒeƒ€HŠwêUj Ž ‰êŒ§—§‘åŠw‘åŠw‰@ŠÂ‹«‰ÈŠwŒ¤‹†‰ÈiŠÂ‹«Œv‰æŠwêUj ‘ˆî“c‘åŠw‘åŠw‰@‘n‘¢—HŠwŒ¤‹†‰ÈiŒš’zŠwêUj |
| ”N“x | Šw•”‚R”N | Šw•”‚S”N | CŽm‚P”N | CŽm‚Q”N | ”ŽŽm‚P”N | ”ŽŽm‚Q”N | ”ŽŽm‚R”N | ŠCŠOŠw¶ |
| 23 (2011) | @ | @ | ’†‘º@@Œõ “ì’J@’•¶ |
@ | @ | @ | @ | @ |
| 22 (2010) | @ | o“c@^•F Ÿ–ì@Œ÷Žm t“c@“T–õ |
@ | Žü@@ˆÀŽR | @ | @ | @ | Nicola Mazzon |
| 21 (2009) | o“c@^•F Ÿ–ì@Œ÷Žm t“c@“T–õ |
Š¡’J@’¼•F •Ä“c@”¹l ¼‰i@’BÆ ìŒû@ä»“Þ ‘ê–ì@—TŽq ŒËú±@—R— ‘“c@@ Š° |
Žü@@ˆÀŽR | @ | @ | @ | @ | @ |
| 20 (2008) | Š¡’J@’¼•F •Ä“c@”¹l ¼‰i@’BÆ ìŒû@ä»“Þ ‘ê–ì@—TŽq ŒËú±@—R— ‘“c@@ Š° |
žàŽR@–¢—ˆ | @ | @ | @ | @ | –å˜e@“N–ç | Araujo Botelho Junior Jeronimo Iwaki Cardenas Carlos Alberto |
| 19 (2007) | žàŽR@–¢—ˆ ’·’Jì“Žq |
@ | @ | @ | @ | @ | –å˜e@“N–ç | @ |
| 18 (2006) | @ | @ | @ | •“¡@Ž¡Žq | @ | –å˜e@“N–ç | @ | Emanuele Murdolo Vincenzo Leggio |
| 17 (2005) | @ | @ | •“¡@Ž¡Žq | (Emanuele Murdolo) |
–å˜e@“N–ç | @ | @ | @ |
| 16 (2004) | @ | •Ÿ–{@ƒŽq •“¡@Ž¡Žq |
(Emanuele Murdolo) |
@ | @ | @ | ‘å‹´@ºG | @ |
| 15 (2003) | @ | Ε^—[ŽÀ ‚ŠÝ@F‰î |
@ | @ | @ | ‘å‹´@ºG | @ | @ |
| 14 (2002) | @ | @ | @ | @ | ‘å‹´@ºG | @ | @ | Claudio Genovese Alberto Spadafora |
| 13 (2001) | @ | ‘«’B@ˆê^ “¿ˆä@‹IŽq ‰iˆä@@ ² ŽR‰ª@”Žˆê ‘åŽR@Œ\Žj ¬ŽR@@ ˆ² ‘ºŽR@‰s‹C |
@ | ‘å‹´@ºG ‘]‰ä@[O |
@ | @ | @ | @ |
| 12 (2000) | @ | Ί_@”ü•à âˆä@@ —í ‚–Ø@Š°•¶ ^“‡@‘å‰î ‰¡“c@@ ’q |
‘å‹´@ºG ‘]‰ä@[O |
@ | @ | @ | @ | Daniele Carpintieri |
| 11 (1999) | @ | ‰Á“¡@@ ‹ Z‹g@‰xŽq ‰Ôˆä@‰pŽ} |
@ | @ | @ | @ | @ | @ |
| ”N“x | Šw¶ | Œ¤‹†E§ì | ƒe[ƒ} |
| 22 (2010) | Nicola Mazzon | PhD THESIS (”ŽŽm˜_•¶) |
Influence of Grout Injection on the Dynamic Behaviour of Stone Masonry Buildings (ƒpƒhƒ”ƒ@‘åŠwHŠw•”) |
o“c@^•F | ‘²‹ÆŒ¤‹† | Ž›‰@Œš’zƒVƒXƒeƒ€‚Ì\‘¢ƒ‚ƒfƒ‹‰»‚Æ’f‘Y«‹““®‚ÉŠÖ‚·‚é‰ðÍ“IŒ¤‹† | Ÿ–ì@Œ÷Žm | ‘²‹ÆŒ¤‹† | Šù‘¶Œš’z•¨‚Ì‘Ïk‰üC‚Æ‘Ïk‰»\–@‚ÌŒXŒü‚ÉŠÖ‚·‚é’²¸Œ¤‹† | t“c@“T–õ | ‘²‹ÆŒ¤‹† | •ÎS‰Ë\‚ɑ΂·‚é”S«ƒ_ƒ“ƒp[‚̧kŒø‰Ê‚ÉŠÖ‚·‚é‰ðÍ“IŒ¤‹† | Žü@@ˆÀŽR | CŽm˜_•¶ | §Uƒ_ƒ“ƒp[‚ÌÅ“K”z’u–â‘è‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹† |
| 21 (2009) | Š¡’J@’¼•F | ‘²‹ÆŒ¤‹† | ˆ¤’mŒ§“à‘Ïk‰üC‚ÌŽÀ‘Ô‚ÆH–@‘I‘ð—vˆö•ªÍ | •Ä“c@”¹l | ‘²‹ÆŒ¤‹† | “`“–Ø‘¢Œš’zƒVƒXƒeƒ€‚Ì\‘¢ƒ‚ƒfƒ‹‰»‚ÉŠÖ‚·‚錤‹† | ¼‰i@’BÆ | ‘²‹ÆŒ¤‹† | –Ø‘¢Ž›‰@Œš’z‚Ì“®“Á«‚ÉŠÖ‚·‚éŽÀŒ±‚ÉŠî‚•ªÍ“IŒ¤‹† | ìŒû@ä»“Þ | ‘²‹ÆŒ¤‹† | Œš’z•¨‚̉ð‘̈À‘S«‚ÉŠÖ‚·‚錤‹† | ‘ê–ì@—TŽq | ‘²‹ÆŒ¤‹† | ƒCƒ^ƒŠƒAEƒAƒEƒOƒXƒ^‚Ì”òs‘DŠi”[ŒÉ‚ÉŠÖ‚·‚錤‹† | ŒËè@—R— | ‘²‹ÆŒ¤‹† | —ðŽj“I‚È‘gÏ‘¢Œš’z•¨‚Ì\‘¢ˆÀ‘S«•]‰¿‚ÉŠÖ‚·‚錤‹† | ‘“c@@Š° | ‘²‹ÆŒ¤‹† | 펞”÷“®Œv‘ª‚É‚æ‚éŒö‰cZ‘îƒXƒgƒbƒNĶ‚ÉŒü‚¯‚½U“®“Á«‚Ì•ªÍ |
| 20 (2008) | Araujo Botelho Junior Jeronimo |
MASTER'S THESIS (CŽm˜_•¶) |
Dynamic Identification and Vibration-based Damage Detection of Historical Constructions (Erasmus Mundus Programme: Advanced Masters in Structural Analysis of Monuments and Historical Constructions) |
Iwaki Cardenas Carlos Alberto |
MASTER'S THESIS (CŽm˜_•¶) |
Seismic Assessment of Historical Masonry Structures by Non Linear Analysis (Erasmus Mundus Programme: Advanced Masters in Structural Analysis of Monuments and Historical Constructions) |
žàŽR@–¢—ˆ | ‘²‹ÆŒ¤‹† | •ÇŽ®\‘¢Œš’z‚Ì“Á«‚ÉŠÖ‚·‚錤‹† |
| 19 (2007) | - | @- | - |
| 18 (2006) | Emanuele MURDOLO |
TESI DI LAUREA (CŽm˜_•¶) |
Analisi di vulnerabilita' sismica Torre di Matilde iƒgƒŠƒmH‰È‘åŠw‘æˆêHŠw•”j |
Vincenzo LEGGIO |
TESI DI LAUREA (CŽmÝŒv) |
Lo spazio interstiziale - un centro per le arti cinematografiche nell'area dell'hangar per dirigibili di Augusta iƒJƒ^[ƒjƒA‘åŠwƒVƒ‰ƒN[ƒTŒš’zŠw•”j |
•“¡@Ž¡Žq | CŽm˜_•¶ | RC‘¢E‘gÏ‘¢Œš’z•¨‚̃‚ƒfƒ‹EƒAƒbƒvƒf[ƒeƒBƒ“ƒO |
| 17 (2005) | ‘å‹´@ºG | @”ŽŽm˜_•¶ | ‚‘¬“¹˜H‚̃Cƒ“ƒ^[ƒ`ƒFƒ“ƒW”z’uŒv‰æŽè–@‚Æ‚»‚̉ž—p‚ÉŠÖ‚·‚錤‹† |
| 16 (2004) | •Ÿ–{@ƒŽq | ‘²‹Æ˜_•¶ | ƒŒƒ“ƒK‰Œ“Ë‚ð’†S‚Æ‚·‚é‘gÏ‘¢\‘¢•¨‚Ì
ƒ‚ƒ‹ƒ^ƒ‹‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹† |ƒ‚ƒ‹ƒ^ƒ‹‚Ì—ÍŠw“Á«‚Æ”ñ”j‰óŒŸ¸–@| |
•“¡@Ž¡Žq | ‘²‹Æ˜_•¶ | Model Updating‚ÉŠÖ‚·‚éŠî‘b“IŒ¤‹† |“ú–{‘åŠw¶ŽYHŠw•”Œš’zHŠw‰È‹Œ5†ŠÙ‚ÌU“®’²¸‚Æ U“®ƒ‚[ƒh‚Ì“¯’è| |
| 15 (2003) | Ε^—[ŽÀ | ‘²‹Æ˜_•¶ | ƒŒƒ“ƒK‘¢\‘¢ƒVƒXƒeƒ€‚ÌM—Š«•]‰¿‚ÉŠÖ‚·‚錤‹† | ‚ŠÝ@F‰î | ‘²‹Æ˜_•¶ | “`“–Ø‘¢Œš’z‚Ì“®“Á«‚ÉŠÖ‚·‚錤‹† |
| 14 (2002) | Claudio GENOVESE |
TESI DI DOTTORATO (”ŽŽm˜_•¶) |
Analisi di comportamento sotto sisma di strutture murarie con modelli funzionali iƒgƒŠƒmH‰È‘åŠw\‘¢HŠwêUj |
Alberto SPADAFORA |
TESI DI LAUREA (CŽm˜_•¶) |
Analisi strutturale del Santuario di Vicoforte con il metodo degli elementi finiti iƒgƒŠƒmH‰È‘åŠw‘æˆêŒš’zŠw•”j |
| 13 (2001) | ‘å‹´@ºG | CŽm˜_•¶ | ‚‘¬“¹˜H‚É‚¨‚¯‚éƒCƒ“ƒ^[ƒ`ƒFƒ“ƒW‚ÌÅ“K”z’uŒv‰æ‚ÉŠÖ‚·‚錤‹† | ‘]‰ä@[O | CŽm˜_•¶ | Tuned Liquid Damper‚Ì“®“I“Á«‚ÉŠÖ‚·‚錤‹† | ‘«’B@ˆê^ | ‘²‹Æ˜_•¶ | ‚‘¬“¹˜H‚É‚¨‚¯‚éƒCƒ“ƒ^[ƒ`ƒFƒ“ƒW‚ÌÅ“K”z’uŒv‰æ | ‘²‹Æ§ì | “ìƒCƒ^ƒŠƒA•——¿—“X | “¿ˆä@‹IŽq | ‘²‹Æ˜_•¶ | ƒ{ƒbƒgEƒ_ƒtƒBƒ“‹ts—ñ‚Ì‘gÏ‘¢\‘¢•¨‚ւ̉ž—p | ‘²‹Æ§ì | ‰·ò—AX—Ñ—A“úŒõ—‚ð”õ‚¦‚½’nˆæ•¶‰»Ž{Ý | ‰iˆä@@ ² | ‘²‹Æ˜_•¶ | Tuned Liquid Damper‚ÌÅ“K”z’u‚ÉŠÖ‚·‚錤‹† | ‘²‹Æ§ì | “àŠC•¡‡•¶‰»ƒZƒ“ƒ^[ | ŽR‰ª@”Žˆê | ‘²‹Æ˜_•¶ | Vicoforte‹³‰ï“°‚Ì\‘¢“Á« | ‘²‹Æ§ì | Vicoforte‹³‰ï“°ƒRƒ“ƒT[ƒgƒz[ƒ‹ | ‘åŽR@Œ\Žj | ‘²‹Æ˜_•¶ | | | ‘²‹Æ§ì | re/place`•às‹óŠÔ‚©‚çŒö‰€‚Ö | ¬ŽR@@ ˆ² | ‘²‹Æ˜_•¶ | | | ‘²‹Æ§ì | xŠO‚É‚¨‚¯‚éEˆõhŽÉ‚𔺂¤‘‡•a‰@ | ‘ºŽR@‰s‹C | ‘²‹Æ˜_•¶ | | | ‘²‹Æ§ì | —U”‘•’u@“sŽs‚É‚¨‚¯‚éW‡Z‘î |
| 12 (2000) | Ί_@”ü•à | ‘²‹Æ˜_•¶ | §k\‘¢Œn‚Ì•Ï‘J|TLD‚̉ž“š‰ðÍ‚ð’†S‚Æ‚µ‚Ä| | ‘²‹Æ§ì | ƒVƒ‡ƒbƒsƒ“ƒOƒZƒ“ƒ^[Œv‰æˆÄ | âˆä@@ —í | ‘²‹Æ˜_•¶ | Z‘î«”\•]‰¿Žž‘ã‚Ì“ž—ˆ | ‘²‹Æ§ì | Œ’NƒŒƒWƒƒ[Ž{Ý | ‚–Ø@Š°•¶ | ‘²‹Æ˜_•¶ | Œš’zŠé‰æ‚ÌŽÀ‘Ô‚Æ“ŠŽ‘Šé‰æ‚Ì•]‰¿ | ‘²‹Æ§ì | t“úˆäƒvƒ`ƒŠƒ][ƒgƒzƒeƒ‹ | ^“‡@‘å‰î | ‘²‹Æ˜_•¶ | ‰Â“®Ž®ŠiŽqóœ‘g‚Ý‚É‚æ‚éŠJ•Â‰®ª\‘¢‚ÉŠÖ‚·‚錤‹† | ‘²‹Æ§ì | Šâ‘qŽs–¯‰®“àƒv[ƒ‹Œv‰æˆÄ | ‰¡“c@@ ’q | ‘²‹Æ˜_•¶ | Z‘î\‘¢‚ÉŠÖ‚·‚錤‹† | ‘²‹Æ§ì | ˜J“ŽÒŒ¤CƒZƒ“ƒ^[ | Daniele Ivano CARPINTIERI |
TESI DI LAUREA (CŽm˜_•¶) |
Meccanismi di collasso "in piano" di muratura complessa sotto sisma, analisi numeriche e confronti tra criteri di analisi iƒgƒŠƒmH‰È‘åŠw‘æˆêHŠw•”j |
| 11 (1999) | ‰Á“¡@@ ‹ | ‘²‹Æ˜_•¶ | lH¶–½‰ž—p‚É‚æ‚錚’zŽ{ÝÝ”õ‚ÌÅ“K”z’uŒv‰æ | ‘²‹Æ§ì | ŠÛ‚Ì“à‚̃Xƒ|[ƒcƒZƒ“ƒ^[ | Z‹g@‰xŽq | ‘²‹Æ˜_•¶ | Œš’z\‘¢ÝŒv‚É‚¨‚¯‚élH’m”\‰ž—p@|—˜_‚Æ‚»‚̉ž—p| | ‘²‹Æ§ì | ‚Ó‚ê‚ ‚¢ŠÙ | ‰Ôˆä@‰pŽ} | ‘²‹Æ˜_•¶ | ŽÀŒ±Žº“à‚É‚¨‚¯‚é“Sœ—§‘̃tƒŒ[ƒ€‚Ì’e«U“®‰ð͂ɂ‚¢‚Ä |U“®ƒtƒŒ[ƒ€‚ÌÝŒv‚Æ“®“I«ó‚ɂ‚¢‚Ä| |
‘²‹Æ§ì | _‹{‚ÌXŒ’NŽ{ÝŒv‰æˆÄ |
|
For further detail, contact
aoki@sda.nagoya-cu.ac.jp Graduate School of Design and Architecture, Nagoya City University, Japan |
