The collapse of a large infrastructure cause serious losses. Therefore, there has been an increasing demand in using Structural Health Monitoring techniques for the building structures so that their maintenance cost and time can be reduced. In this study, a structural health monitoring methodology using dynamic responses is proposed for damage area estimation of a prototype building structure during shaking table testing in different positions of structural damage.

• 김태헌(한국건설기술연구원) | Kim, Tae-Heon 교신저자
• 박기태(한국건설기술연구원) | Park, Ki-Tae
• 주봉철(한국건설기술연구원) | Joo, Bong-Chul
• 김병철(한국건설기술연구원) | Kim, Byung-Chul
• 황지현(한국건설기술연구원) | Hwang, Ji-Hyun