| Ží•Ê | ˜_•¶ |
| Žå‘è | FEM‰ð͂ɂæ‚éRC‘¢•ǂ̗v‘f‚É‚¨‚¯‚鈳k˜c‚ݓ“Á«‚̃‚ƒfƒ‹‰»‚ÉŠÖ‚·‚élŽ@ |
| •›‘è | |
| •M“ª’˜ŽÒ | Šâ英•½i“Œ‹ž“sŽs‘åŠwj |
| ˜A–¼ŽÒ1 | ¼“¡—m–¾i“Œ‹ž“sŽs‘åŠwj |
| ˜A–¼ŽÒ2 | ‘呺“N–îi“Œ‹ž“sŽs‘åŠwj |
| ˜A–¼ŽÒ3 | |
| ˜A–¼ŽÒ4 | |
| ˜A–¼ŽÒ5 | |
| ƒL[ƒ[ƒh | bond slipAcompressive fracture energyAcompressive fracture zone lengthAconcrete wallAelement modelARC‘¢•ÇAreduction factor due to orthogonal crackingA‚Ђъ„‚ê’ጸAˆ³k”j‰óƒGƒlƒ‹ƒM[Aˆ³k”j‰ó—̈撷‚³A—v‘fƒ‚ƒfƒ‹A“S‹Ø•t’… |
| Šª | 42 |
| † | 2 |
| 擪ƒy[ƒW | 91 |
| ––”öƒy[ƒW | 96 |
| ”N“x | 2020 |
| —vŽ| | W‡Z‘î‚ÌŒ…s•ûŒü‚⎖–±ŠŒš’z‚È‚ÇC•Ç—Ê‚ª‚È‚¢œ‘g‚݂ł͒nkŽž‚É‚¨‚¢‚Ä‘Y«•ÏŒ`”\—͂Ɉˑ¶‚·‚éꇂª‘½‚¢‚½‚ßC“S‹ØƒRƒ“ƒNƒŠ[ƒg‘¢•”Þ‚Å‚ ‚é‘ϗ͕ǂÌx«•]‰¿‚ªd—v‚ƂȂéBŠù‰‚ÌŒ¤‹†‚É‚¨‚¢‚ÄC•Nj؂ð—L‚·‚é”ÂóŽŽŒ±‘Ì‚ð‘ÎۂɈê•ûŒüŒJ•Ô‚µ‚̈³k—ÍÚ‰×ŽŽŒ±‚ðs‚¢CƒRƒ“ƒNƒŠ[ƒg‚̈³k˜c‚ݓ“Á«‚ɂ‚¢‚ÄlŽ@‚µ‚½B–{Œ¤‹†‚Å‚ÍC2ŽŸŒ³Ã“I’e‘Y«FEM‚ð—p‚¢‚ĉðÍ‚ðs‚¢C•t’…“Á«‚¨‚æ‚тЂъ„‚êŒã‚̈³k‹“x’ጸ‚ÌŒŸ“¢‚ðs‚¢Cˆ³k”j‰óƒGƒlƒ‹ƒM[Cˆ³k”j‰ó—̈撷‚³C—LŒø‚Ȉ³k”j‰ó—̈敂̕]‰¿‚ÉŠÖ‚µ‚ÄlŽ@‚µ‚½B |
| PDFƒtƒ@ƒCƒ‹–¼ | 042-01-2016.pdf |