Žํ•ส ˜_•ถ
Žๅ‘่ Evaluation on The Longitudianl Bar Pull-out Effect of a RC Column Based on E-Defense Excitation
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•M“ช’˜Žา ‚Pi‹ใBH‹ฦ‘ๅŠwHŠw•{‘ๅŠw‰@j
˜A–ผŽา1 KถŒซ“๑i‹ใBH‹ฦ‘ๅŠwHŠw•”j
˜A–ผŽา2 ฒX–ุ’Bถi‘ๅ“๚–{ƒRƒ“ƒTƒ‹ƒ^ƒ“ƒg‹Zp“Š‡•”j
˜A–ผŽา3 Ž{เŸฝi‹ใBH‹ฦ‘ๅŠw‘ๅŠw‰@j
˜A–ผŽา4
˜A–ผŽา5
ƒL[ƒ[ƒh E-Defense excitationApulling outAstrain distributionAmulti-layerAbar-to-bar reduction
Šช 37
† 2
ๆ“ชƒy[ƒW 199
––”๖ƒy[ƒW 204
”N“x 2015
—vŽ| Displacement of RC column, which is not only caused by flexure but also rotation induced by longitudinal bar pulling out from inside footing. To evaluate the effect of pulling out of the longitudinal bar (pullout) in the column top displacement, experimental data of a full-scale RC column (C1-1) by shake table test is summarized. Pullout at base contributes about 33.6% to the column top displacement. Analysis was conducted to explain the mechanism of pullout. The experimental and analytical results showed that multi-layer induced reduction influence from bar-to-bar contributes to pullout.
PDFƒtƒ@ƒCƒ‹–ผ 037-01-2034.pdf


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