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Fragility Analysis of A Scaled Model of Reinforced Concrete Column in Accordance with Similitude Law View count 1667
Journal of the Earthquake Engineering Society of Korea :: Vol.21 No.2 pp.87-93

Frequency Bimonthly
Doi Prefix 10.5000/EESK
Year of Launching 1997
Publisher Earthquake Engineering Society of Korea



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submission.eesk-j.or.kr
EESK
Earthquake Engineering Society of Korea