Currently, the cable safety management of cable supported bridges is calculated by the ratio of the measured tension to the design tension. The measurement of the tension is performed by indirectly estimating the acceleration measured at the cable surface in terms of the tension. The method of converting the cable vibration response (acceleration) into the tension is disadvantageous in that the damage of the individual strand (or wire) in the cable is not clearly reflected in the tension because the measurement is not reliable and is managed only by the total tension. The purpose of this study is to improve the cable safety management system by evaluating how the damage of individual strand of MS type cable, which is mainly applied to cable-stayed bridges, affects the safety level managed by level of cable tension.

• 서동우(한국건설기술연구원 노후인프라센터) | Seo Dong-Woo 교신저자
• 김병철(한국건설기술연구원 노후인프라센터) | Kim Byeong-Cheol
• 나원기(한국건설기술연구원 노후인프라센터) | Na Wongi
• 김유희(한국건설기술연구원 노후인프라센터) | Kim Yuhee
• 박기태(한국건설기술연구원 노후인프라센터) | Park Ki-Tae