In this study, measurement temperature in the bridges was compared with temperature proposed by Korean design code. In addition, the structural analysis was performed in order to comparing the stress by measured thermal load and the stress by design thermal load. As a result, the stress that applied measurement temperature was evaluated larger than the stress that applied temperature proposed by Korean design code.

• 공민준(한국시설안전공단 특수교유지관리센터, 공학박사) | Kong, Min Joon
• 이덕근(한국시설안전공단 특수교유지관리센터, 공학박사) | Lee, Deok Keun
• 노태용(한국시설안전공단 특수교유지관리센터, 공학석사) | Noh Tae Yong
• 김규선(한국시설안전공단 특수교유지관리센터, 공학박사) | Kim Gyu Sun
• 유동우(한국시설안전공단 특수교유지관리센터, 공학박사) | You, Dong Woo