• Proceedings of the Korean Nuclear Society Conference
• /
• 2003.10a
• /
• pp.239.2-239.2
• /
• 2003

• Proceedings of the KHMA Conference
• /
• 2010.11a
• /
• pp.279-279
• /
• 2010

• 대한핵의학회:학술대회논문집
• /
• 2004.11a
• /
• pp.390.2-390.2
• /
• 2004

• Proceedings of the Korean Society of Agricultural Engineers Conference
• /
• 2004.11a
• /
• pp.28-28
• /
• 2004

• Proceedings of the Korean Society of Agricultural Engineers Conference
• /
• 2003.10a
• /
• pp.355-358
• /
• 2003

• Proceedings of the IEEK Conference
• /
• 2006.06a
• /
• pp.709-710
• /
• 2006

• Proceedings of the Plant Resources Society of Korea Conference
• /
• 2007.11a
• /
• pp.367.2-367.2
• /
• 2007

• Proceedings of the Korean Nutrition Society Conference
• /
• 2000.06a
• /
• pp.136-136
• /
• 2000

• 한국지구물리탐사학회:학술대회논문집
• /
• 2009.10a
• /
• pp.42-42
• /
• 2009

• Proceedings of the Korea Concrete Institute Conference
• /
• 2001.05a
• /
• pp.1023-1028
• /
• 2001

This study was conducted to develop a procedural method to produce a high strength polymer concrete using polyester resin to experimentally examine the stress block properties of the high strength polymer concrete. C-shaped specimens were Produced and test to compute parameter of the stress block. They were $k_{1}$ : 0.73 and $\gamma$ : 0.845, respectively. $k_{1}$ is the ratio of the depth of the maximum compressive strength of the beam