| Žó�Ü”N“x |
Žó�ÜŽÒ |
˜_•¶–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‘å�HŠw•”‹I—v29-1/42”N3ŒŽ) |
| S43”N |
�¬�¼ˆê˜Y |
’·‘å‚‚苴‚Ì’n�k‰ž“š‚Æ‘Ï�k�ÝŒv–@‚ÉŠÖ‚·‚錤‹†(˜_159) |
| ŽR“c‘Pˆê |
| �‚‰ª�é‘P |
| S44”N |
Œã“¡–Εv |
—LŒÀ•ÏŒ`–@‚É‚æ‚é’Ý‹´‚̉ð–@(˜_156)�@—LŒÀ•ÏŒ`–@‚É‚æ‚é“ñ�AŽO‚Ì�lŽ@(˜_163) |
| S44”N |
ˆÉ“¡•¶�l |
ŽÀ“‰×�d‚É‚æ‚é“S“¹‹´‚Ì”æ˜J”íŠQ�„’è(“S“¹‹Z�pŒ¤‹†•ñ��No.676/44”N4ŒŽ) |
| S48”N |
‰œ‘º•qŒb |
80ƒLƒ�‹‰�‚’£—Í�|‚ðŽg—p‚µ‚½’·‘åƒgƒ‰ƒX‹´‚Ì�ÝŒv‚ɂ‚¢‚Ä
(‘��‡‘è–Ú)(‘æ19‰ñ‹´—À�E�\‘¢�HŠw”•\‰ï47”N12ŒŽ�C˜_212�C‹´—À‚ÆŠî‘bVol.7,no.6,7/48”N6ŒŽ,7ŒŽ) |
| �ùŒË�¼“ñ |
| �¼–{’‰•v |
| ‰Íˆä�Í�D |
| S48”N |
’·’J�ì�Cˆê |
’Ý‹´•â�„Œ…‚̉Ë�Ý�H–@‚ɂ‚¢‚Ä(‘��‡‘è–Ú)(‰¡‰Í‹´—À‹Z•ñ47”N1ŒŽ�A48”N11ŒŽ�A‹´—À‚ÆŠî‘bvol.4,no.4/45”N4ŒŽ) |
| �›�@޵˜Y |
| Œ´“c�N•v |
| S49”N |
“c’†�ª“o |
‹´—À‚Ì�ÝŒvŒ»�}ˆêŠÑ“dŽZƒVƒXƒeƒ€(‘��‡‘è–Ú)(‰ïŽ�59-2,‹´—À49”N2ŒŽ�A‘æ11‰ñ“ú–{“¹˜H‰ï‹cˆê”ʘ_•¶�W48”N11ŒŽ) |
| ‹T‘º—˜•F |
| ŠÛˆÀ—Y“ñ |
| S49”N |
�¼‘º�@�º |
�|•”�Þ–€ŽC�Ú�‡‚Ì�M—Š“xŒü�ã‚ÉŠÖ‚·‚錤‹†(‘��‡‘è–Ú)(˜_180,187,188,200�j |
| S50”N |
ˆ¢•”‰p•F |
“S“¹—p�‡�¬Œ…‚Ì‚¸‚êŽ~‚߂Ɋւ·‚éŽÀŒ±“IŒ¤‹†�i“S“¹‹Z�pŒ¤‹†�Š•ñ��‘æ961�†Ž{�ݕґæ434�†/50”N3ŒŽ�j |
| S50”N |
�¬–xˆ×—Y |
“¹˜H‹´‚Ì�U“®‚Æ‚»‚Ì�U“®Š´Šo‚ÉŠÖ‚·‚錤‹†(˜_222,230�j |
| Š��ì�N’j |
| S51”N |
�¬�¼’è•v |
ƒgƒ‰ƒX‚¨‚æ‚Ñ•â�„ƒgƒ‰ƒX‚ð—L‚·‚é’Ý‹´‚Ì—§‘Ì“I—ÍŠw“Á�«‚ÆŽÀ—p�ÝŒv–@‚ÉŠÖ‚·‚錤‹†(‘��‡‘è–Ú)(˜_236,238,248,Tech.Rep.of the Osaka Univ.Vol.26/51) |
| �¼‘º�é’j |
| S52”N |
�âˆä“¡ˆê |
�|” Œ…‹´‚Ì’†ŠÔƒ_ƒCƒAƒtƒ‰ƒ€�ÝŒv–@‚ÉŠÖ‚·‚錤‹†(‘��‡‘è–Ú)(˜_261,�ì�è‹Z•ñNo.65/52”N12ŒŽ) |
| ’·ˆä�³Žk |
| S52”N |
�¼‰Y�Í•v |
�‚‘¬“S“¹‚É‚¨‚¯‚é‹´Œ…‚Ì“®“I‹““®‚ÉŠÖ‚·‚錤‹† |
| S53”N |
‘q�¼�@–Î |
‘¤•û‰×�d‚̉e‹¿‚ð�l—¶‚µ‚½2ƒqƒ“ƒW�|ƒA�[ƒ`‚Ì–Ê“à‹ÉŒÀ‹“x‚ɂ‚¢‚Ä(˜_272) |
| –î��“N�Æ |
| S54”N |
�¼‘º�r•v |
ƒŒŒ`—n�Ú�c•ûŒüŒpŽè‚ð—L‚·‚é�|•”�Þ‚Ì”æ‚ê‹‚³(˜_291) |
| “c“‡“ñ˜Y |
| ‰œ‘º�~Žu |
| ŽO–Ø�çŽõ |
| S55”N |
‘O“c�K—Y |
‹´—À�œ‘g�\‘¢‚Ì”ñ�üŒ`‰ð�Í–@‚ƃA�[ƒ`‚ÌŽÀ—pŒvŽZ–@‚ÉŠÖ‚·‚錤‹†(‘��‡‘è–Ú)(˜_253,257,299,304,‘æ20‰ñ‹´—À�\‘¢ƒVƒ“ƒ|ƒWƒEƒ€,‘æ11‰ñƒ}ƒgƒŠƒbƒNƒX‰ð�͘_•¶�W,Trans,Research Record 664) |
| —Ñ�@�@�³ |
| S56”N |
‰F�²”ü�@•× |
—n�Ú” Œ…’f–Ê’Œ‚̋Ǖ”�À‹ü‚Æ‘S‘Ì�À‹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‘ŠŒÝ�ì—p‚É‚¨‚¯‚鑽ŒaŠÔ˜A‘±‚Ì‘Ï�k‰ð�Í¥�ÝŒv‚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–ÊŠO�À‹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 |
‹È�üƒvƒŒ�[ƒg¥ƒK�[ƒ_�[‚Ì�I‹Ç‹“x‚ÉŠÖ‚·‚錤‹†(‘��‡‘è–Ú)(˜_339,340,350) |
| S60”N |
Ž›“c”Ž�¹ |
ƒgƒ‰ƒXŒ·�ÞŠp—n�ÚŒpŽè•”‚Ì‚¹‚ñ’f‰ž—Í•ª•z‚¨‚æ‚Ñ”æ˜J‹“x‰ü‘P‚ÉŠÖ‚·‚錤‹†(‘��‡‘è–Ú)(˜_356) |
| S61”N |
–x�ì�_•á |
�ÓI‰×�d�ì—p‰º‚É‚ ‚é�|‹´‚Ì—n�Ú‚É‚æ‚é•â�C¥•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�[ƒg�HŠw”NŽŸ�u‰‰‰ï˜_•¶�W,International Symposium on Theory of RC and PC,China
Nanjing,) |
| S62”N |
•Ÿˆä�’”Ž |
‚©‚Ç—n�Úƒ‹�[ƒg•”‚É”�¶‚·‚锿˜J‹T—ôŒŸ�o‚ɑ΂·‚é”ñ”j‰óŽŽŒ±‚Ì“K—p�«(˜_386) |
| �[‘ò�@�½ |
| S62”N |
ŽRŒû�GŽ÷ |
ƒP�[ƒuƒ‹‚Ì‚½‚í‚Ý�U“®‚É‚¨‚¯‚郂�[ƒhŒ¸�Š�«�ó�i˜_386�j |
| “¡–ì—zŽO |
| S63”N |
’·’J�ì�²•v |
‹Ç•”�À‹ü‚ð�l—¶‚µ‚½�|ˆ³�k•”�Þ‚Ì‹““®‚Æ�ÝŒv‚Ì�Å“K‰»‚ÉŠÖ‚·‚錤‹†(‘��‡‘è–Ú�j(˜_356,374,392) |
| S63”N |
�ì’J�[˜Y |
“¹˜H‹´‚Ì“®“IŽg—pŒÀŠE�ó‘Ô‚Æ�ÕŒ‚ŒW�”‚ÉŠÖ‚·‚錤‹†(˜_392,398)(�\‘¢�HŠw˜_•¶�W,Vol33A) |