One of the most important processes to accurately predict structural responses is to evaluate accurate structural dynamic properties using finite element (FE) models. The analyzed structural dynamic properties usually show considerable discrepancies with the measured ones because structural details are commonly simplified in the FE models. To identify such discrepancies, FE models of them have been calibrated using the measured dynamic properties in previous researches. In this study, dynamic properties were measured for a historic cathedral and the FE model of it was calibrated using the measured results as a reference. Finally, a procedure of the FE model construction for masonry cathedral were tentatively proposed.

• 김지영((주)대우건설 기술연구원, 책임연구원, 공학박사) | Kim, Ji Young 교신저자
• 김선웅((주)대우건설 기술연구원, 선임연구원, 공학박사) | Kim, Seon Woong
• 황인환(천주교 서울대교구 가톨릭 건축사 사무소, 부소장) | Hwang, In Hwan
• 조철호((주)대우건설 명동성당 증축현장, 공사팀장) | Cho, Chol Ho
• 김형정((주)대우건설 명동성당 증축현장, 현장소장) | Kim, Hyung Jung