PSC continuous girders have been used to improve the stability of simply supported girders. The loss of prestress is one of important factors for rational design and construction of the PSC girders. Measurements of prestress loss were conducted with the several test variables that reflect the conditions of continuous joint. Results show that the prestress loss is closely related to a eccentricity.

• 김승진(부경대학교 토목공학과, 석사과정) | Kim, Seung-Jin
• 신경준(충남대학교 토목공학과 조교수, 공학박사) | Shin, Kyung-Joon
• 김윤용(충남대학교 토목공학과 부교수, 공학박사) | Kim, Yun-Yong
• 이환우(부경대학교 토목공학과 교수, 공학박사) | Lee, Hwan-Woo 교신저자