ŽóÜ”N“x |
ŽóÜŽÒ |
˜_•¶–¼ |
S41”N |
•½ˆä@“Ö |
On the Behavior of Suspension Bridge under Wind Action (Proc.of Symposium on Suspension Bridges 40”N11ŒŽ) |
‰ª“à@Œ÷ |
‹{“c—˜—Y |
S42”N |
ˆÉ“¡@Šw |
Response of Suspension Bridge for Moving Vehicles(“Œ‘åHŠw•”‹I—v29-1/42”N3ŒŽ) |
S43”N |
¬¼ˆê˜Y |
’·‘å‚‚苴‚Ì’nk‰ž“š‚Æ‘ÏkÝŒv–@‚ÉŠÖ‚·‚錤‹†(˜_159) |
ŽR“c‘Pˆê |
‚‰ªé‘P |
S44”N |
Œã“¡–Εv |
—LŒÀ•ÏŒ`–@‚É‚æ‚é’Ý‹´‚̉ð–@(˜_156)@—LŒÀ•ÏŒ`–@‚É‚æ‚é“ñAŽO‚ÌlŽ@(˜_163) |
S44”N |
ˆÉ“¡•¶l |
ŽÀ“‰×d‚É‚æ‚é“S“¹‹´‚Ì”æ˜J”íŠQ„’è(“S“¹‹ZpŒ¤‹†•ñNo.676/44”N4ŒŽ) |
S48”N |
‰œ‘º•qŒb |
80ƒLƒ‹‰‚’£—Í|‚ðŽg—p‚µ‚½’·‘åƒgƒ‰ƒX‹´‚ÌÝŒv‚ɂ‚¢‚Ä
(‘‡‘è–Ú)(‘æ19‰ñ‹´—ÀE\‘¢HŠw”•\‰ï47”N12ŒŽC˜_212C‹´—À‚ÆŠî‘bVol.7,no.6,7/48”N6ŒŽ,7ŒŽ) |
ùŒË¼“ñ |
¼–{’‰•v |
‰ÍˆäÍD |
S48”N |
’·’JìCˆê |
’Ý‹´•â„Œ…‚̉ËÝH–@‚ɂ‚¢‚Ä(‘‡‘è–Ú)(‰¡‰Í‹´—À‹Z•ñ47”N1ŒŽA48”N11ŒŽA‹´—À‚ÆŠî‘bvol.4,no.4/45”N4ŒŽ) |
›@Žµ˜Y |
Œ´“cN•v |
S49”N |
“c’†ª“o |
‹´—À‚ÌÝŒvŒ»}ˆêŠÑ“dŽZƒVƒXƒeƒ€(‘‡‘è–Ú)(‰ïŽ59-2,‹´—À49”N2ŒŽA‘æ11‰ñ“ú–{“¹˜H‰ï‹cˆê”ʘ_•¶W48”N11ŒŽ) |
‹T‘º—˜•F |
ŠÛˆÀ—Y“ñ |
S49”N |
¼‘º@º |
|•”Þ–€ŽCÚ‡‚ÌM—Š“xŒüã‚ÉŠÖ‚·‚錤‹†(‘‡‘è–Ú)(˜_180,187,188,200j |
S50”N |
ˆ¢•”‰p•F |
“S“¹—p‡¬Œ…‚Ì‚¸‚êŽ~‚ß‚ÉŠÖ‚·‚éŽÀŒ±“IŒ¤‹†i“S“¹‹ZpŒ¤‹†Š•ñ‘æ961†Ž{Ý•Ò‘æ434†/50”N3ŒŽj |
S50”N |
¬–xˆ×—Y |
“¹˜H‹´‚ÌU“®‚Æ‚»‚ÌU“®Š´Šo‚ÉŠÖ‚·‚錤‹†(˜_222,230j |
ŠìN’j |
S51”N |
¬¼’è•v |
ƒgƒ‰ƒX‚¨‚æ‚ѕ℃gƒ‰ƒX‚ð—L‚·‚é’Ý‹´‚Ì—§‘Ì“I—ÍŠw“Á«‚ÆŽÀ—pÝŒv–@‚ÉŠÖ‚·‚錤‹†(‘‡‘è–Ú)(˜_236,238,248,Tech.Rep.of the Osaka Univ.Vol.26/51) |
¼‘ºé’j |
S52”N |
âˆä“¡ˆê |
|” Œ…‹´‚Ì’†ŠÔƒ_ƒCƒAƒtƒ‰ƒ€ÝŒv–@‚ÉŠÖ‚·‚錤‹†(‘‡‘è–Ú)(˜_261,ìè‹Z•ñNo.65/52”N12ŒŽ) |
’·ˆä³Žk |
S52”N |
¼‰YÍ•v |
‚‘¬“S“¹‚É‚¨‚¯‚é‹´Œ…‚Ì“®“I‹““®‚ÉŠÖ‚·‚錤‹† |
S53”N |
‘q¼@–Î |
‘¤•û‰×d‚̉e‹¿‚ðl—¶‚µ‚½2ƒqƒ“ƒW|ƒA[ƒ`‚Ì–Ê“à‹ÉŒÀ‹“x‚ɂ‚¢‚Ä(˜_272) |
–î“NÆ |
S54”N |
¼‘ºr•v |
ƒŒŒ`—nÚc•ûŒüŒpŽè‚ð—L‚·‚é|•”Þ‚Ì”æ‚ê‹‚³(˜_291) |
“c“‡“ñ˜Y |
‰œ‘º~Žu |
ŽO–ØçŽõ |
S55”N |
‘O“cK—Y |
‹´—Àœ‘g\‘¢‚Ì”ñüŒ`‰ðÍ–@‚ƃA[ƒ`‚ÌŽÀ—pŒvŽZ–@‚ÉŠÖ‚·‚錤‹†(‘‡‘è–Ú)(˜_253,257,299,304,‘æ20‰ñ‹´—À\‘¢ƒVƒ“ƒ|ƒWƒEƒ€,‘æ11‰ñƒ}ƒgƒŠƒbƒNƒX‰ð͘_•¶W,Trans,Research Record 664) |
—Ñ@@³ |
S56”N |
‰F²”ü@•× |
—nÚ” Œ…’f–Ê’Œ‚Ì‹Ç•”À‹ü‚Æ‘S‘ÌÀ‹ü‚̘A¬‹“x‚ÉŠÖ‚·‚éŽÀŒ±Œ¤‹†(˜_308) |
•Ÿ–{GŽm |
–ؓO•F |
S57”N |
”ª\“‡‹V”V• |
’·‘å’Ý‹´ã‚Ì“S“¹ŽÔ—¼‚Ì‘–sˆÀ‘S«‚ÉŠÖ‚·‚錤‹†(‘‡‘è–Ú)(˜_164,167,172,296,309,313) |
¼‰ª@—² |
S58”N |
’|‹{G˜a |
’n”Õ‚Æ‚Ì‘ŠŒÝì—p‚É‚¨‚¯‚鑽ŒaŠÔ˜A‘±‚Ì‘Ïk‰ðͥ݌v‚ÉŠÖ‚·‚錤‹†(‘‡‘è–Ú)(˜_318,328,332,338,Earthquake Engineering and Structural Dynamics,Vol.9,5,1981,‹´—À‚ÆŠî‘b) |
S58”N |
茳’B˜Y |
|ƒA[ƒ`Œn‹´—À‚Ì–ÊŠOÀ‹ü‘ωח͂Ɋւ·‚錤‹†(‘‡‘è–Ú)(˜_252,286,292,333,Proc.ofASCE,Vol.103,No.ST12,1977,Vol.108,No.ST5,1982,Vol.109,No.ST3,1983) |
S59”N |
’†ˆä@”Ž |
‹ÈüƒvƒŒ[ƒg¥ƒK[ƒ_[‚ÌI‹Ç‹“x‚ÉŠÖ‚·‚錤‹†(‘‡‘è–Ú)(˜_339,340,350) |
S60”N |
Ž›“c”Ž¹ |
ƒgƒ‰ƒXŒ·ÞŠp—nÚŒpŽè•”‚Ì‚¹‚ñ’f‰ž—Í•ª•z‚¨‚æ‚Ñ”æ˜J‹“x‰ü‘P‚ÉŠÖ‚·‚錤‹†(‘‡‘è–Ú)(˜_356) |
S61”N |
–xì_•á |
ÓI‰×dì—p‰º‚É‚ ‚é|‹´‚Ì—nÚ‚É‚æ‚é•âC¥•â‹(‘‡‘è–Ú)(˜_350,356,362,368) |
—é–Ø”Ž”V |
S61”N |
¼ˆä”É”V |
“¹˜H‹´“S‹ØƒRƒ“ƒNƒŠ[ƒg°”ł̂Ђтí‚ꑹ‚Æ—ò‰»“x”»’è‚ÉŠÖ‚·‚錤‹†(‘‡‘è–Ú)(˜_348,374,“y–ØŠw‰ï‡¬\‘¢‚ÌŠˆ—p‚ÉŠÖ‚·‚éƒVƒ“ƒ|ƒWƒEƒ€u‰‰˜_•¶W,‘æ6‰ñƒRƒ“ƒNƒŠ[ƒgHŠw”NŽŸu‰‰‰ï˜_•¶W,International Symposium on Theory of RC and PC,China
Nanjing,) |
S62”N |
•Ÿˆä’”Ž |
‚©‚Ç—nÚƒ‹[ƒg•”‚É”¶‚·‚é”æ˜J‹T—ôŒŸo‚ɑ΂·‚é”ñ”j‰óŽŽŒ±‚Ì“K—p«(˜_386) |
[‘ò@½ |
S62”N |
ŽRŒûGŽ÷ |
ƒP[ƒuƒ‹‚Ì‚½‚í‚ÝU“®‚É‚¨‚¯‚郂[ƒhŒ¸Š«ói˜_386j |
“¡–ì—zŽO |
S63”N |
’·’J첕v |
‹Ç•”À‹ü‚ðl—¶‚µ‚½|ˆ³k•”Þ‚Ì‹““®‚ÆÝŒv‚ÌÅ“K‰»‚ÉŠÖ‚·‚錤‹†(‘‡‘è–Új(˜_356,374,392) |
S63”N |
ì’J[˜Y |
“¹˜H‹´‚Ì“®“IŽg—pŒÀŠEó‘Ô‚ÆÕŒ‚ŒW”‚ÉŠÖ‚·‚錤‹†(˜_392,398)(\‘¢HŠw˜_•¶W,Vol33A) |