| Ží•Ê | ˜_•¶ |
| Žå‘è | Seismic retrofitting of reinforced concrete columns with continuous fiber rope |
| •›‘è | |
| •M“ª’˜ŽÒ | Nguyen Hung PHONGi’·‰ª‹Zp‰ÈŠw‘åŠwj |
| ˜A–¼ŽÒ1 | ¼–{Í—Ti’·‰ª‹Zp‰ÈŠw‘åŠwj |
| ˜A–¼ŽÒ2 | ‰º‘º i’·‰ª‹Zp‰ÈŠw‘åŠwj |
| ˜A–¼ŽÒ3 | ŠÖ“‡Œª‘ i‘q‘ªŒšÝƒRƒ“ƒTƒ‹ƒ^ƒ“ƒgj |
| ˜A–¼ŽÒ4 | |
| ˜A–¼ŽÒ5` | |
| ƒL[ƒ[ƒh | ‘Ïk•â‹A˜A‘±‘@ˆÛƒ[ƒvA‚¶‚ñ«AƒRƒ“ƒNƒŠ[ƒgŠª—§‚ÄAseismic retrofittingAcontinuous fiber ropeAductilityAconcrete jacketing |
| Šª | 28 |
| † | 2 |
| 擪ƒy[ƒW | 1171 |
| ––”öƒy[ƒW | 1176 |
| ”N“x | 2006 |
| —vŽ| | This study deals with a new method for seismic retrofitting of RC columns using continuous fiber rope and concrete jacketing. A series of RC columns retrofitted by continuous fiber rope and concrete jacket were under reversed cyclic loading. Through the tests, failure behavior and ductility improvement of the specimens were discussed. |
| PDFƒtƒ@ƒCƒ‹–¼ | 028-01-2196.pdf |