• Proceedings of the Korean Society of Life Science Conference
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• 2007.10a
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• pp.100.2-100.2
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• 2007

See Full Text

• Proceedings of the Korean Society of Life Science Conference
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• 2007.10a
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• pp.101.1-101.1
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• 2007

See Full Text

• Proceedings of the Membrane Society of Korea Conference
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• 2003.07a
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• pp.99-100
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• 2003

No Abstract, See Full Text

• Proceedings of the Korea Concrete Institute Conference
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• 2006.11a
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• pp.865-868
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• 2006

An experimental investigation was carried out to evaluate the transient strain of concrete at high temperature. Two level of W/B ratio were selected as 46% and 32%. Four level of preload were adopted as 0, 15, 30, 45% of compressive strength. The entire temperature range was between room temperature and $700^{\circ}C$. Based on the test results, transient strain of concrete at high temperature was affected by the compressive strength as well as the preload level.

• Proceedings of the Korean Institute of Communication Sciences Conference
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• 2004.11a
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• pp.119-119
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• 2004

• Proceedings of the Korean Institute of Communication Sciences Conference
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• 2004.11a
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• pp.399-399
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• 2004

• Proceedings of the Korea Environmental Mutagen Society Conference
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• 2004.05a
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• pp.77-77
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• 2004

• Proceedings of the Korean Institute of Communication Sciences Conference
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• 2004.07a
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• pp.243-243
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• 2004

• Proceedings of the Korean Society of Dyers and Finishers Conference
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• 2010.03a
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• pp.201-202
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• 2010

• Bulletin of the Korean Space Science Society
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• 2002.05b
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• pp.61.1-61
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• 2002