Ží•Ê |
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Žå‘è |
Seismic retrofitting of reinforced concrete columns with continuous fiber rope |
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•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 |
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˜A–¼ŽÒ5` |
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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 |