| Ží•Ê | ˜_•¶ |
| Žå‘è | Seismic retrofitting of reinforced concrete columns with continuous fiber rope |
| •›‘è | |
| •M“ª’˜ŽÒ | Nguyen Hung PHONG�i’·‰ª‹Z�p‰ÈŠw‘åŠw�j |
| ˜A–¼ŽÒ1 | �¼–{�Í—T�i’·‰ª‹Z�p‰ÈŠw‘åŠw�j |
| ˜A–¼ŽÒ2 | ‰º‘º� �i’·‰ª‹Z�p‰ÈŠw‘åŠw�j |
| ˜A–¼ŽÒ3 | ŠÖ“‡Œª‘ �i‘q‘ªŒš�݃Rƒ“ƒTƒ‹ƒ^ƒ“ƒg�j |
| ˜A–¼ŽÒ4 | |
| ˜A–¼ŽÒ5�` | |
| ƒL�[ƒ��[ƒh | ‘Ï�k•â‹�A˜A‘±‘@ˆÛƒ��[ƒv�A‚¶‚ñ�«�AƒRƒ“ƒNƒŠ�[ƒgŠª—§‚Ä�Aseismic retrofitting�Acontinuous fiber rope�Aductility�Aconcrete 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 |
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