Structural performance of cable-bridge has been evaluated based on the field load test and the measurement monitoring system of existing Nielsen arch bridge. The measured acceleration data was converted to the displacement of girder and the tension of cable in the process of numerical integration and maximum frequency detection algorithm..

• 김호진(㈜에이티맥스, 공학박사) | Kim, Hojin
• 김정훈(㈜에이티맥스 대표이사, 공학박사) | Kim, Junghoon
• 남진원(㈜바이텍코리아, 공학박사) | Nam, Jinwon 교신저자