With the recent earthquake measuring 5.4 in Pohang, attention is being raised to the effects of the structures caused by the earthquake. In this study, seismic effect of the tunnel structure was analyzed by the time history analysis method using the measurement results of the nearby structures. Most of the analysis results showed displacement and stress results of one tenth level of the artificial seismic wave using design seismic acceleration, and the actual field survey revealed that the effects of earthquakes were minor.

Abstract
 1. 서 론
 2. 인근 구조물의 선정
 3. 계측자료를 활용한 해석
 4. 현장조사 결과
 5. 결 론
 참고문헌

• 유선상(한국시설안전공단 진단본부, 교량터널안전실) | Yoo, Seon Sang
• 하명호(한국시설안전공단 진단본부, 교량터널안전실) | Ha, Myung Ho
• 고정(한국시설안전공단 진단본부, 교량터널안전실) | Go, Jung
• 박경한(한국시설안전공단 진단본부, 교량터널안전실) | Park, Kyung Han
• 김승진(한국시설안전공단 진단본부, 교량터널안전실) | Kim, Seung Jin