This study describes the seismic performance evaluation of bridge structures located in Daegu. Structure design criteria focuses on the collapse or brittle fracture of the bridges when the earthquake situation is given. Thus, this study describes the seismic safety evaluation based on the design of a spectrum of ASCE-7 KBC2009 of the United States, South Korea architectural structure was based on using 3D linear elastic finite element model using the ABAQUS platform bridges. If the target structure was found to be vulnerable to tensile stress than compressive stress appeared to be a case of displacement Z-axis displacement is dominant.

ABSTRACT
 1. 서 론
 2. 대상구조물의 Finite Elements(FE) Model
 3. 설계 스펙트럼
 4. 응답스펙트럼해석 결과
 5. 결론
 References

• 김성진(강릉원주대학교 토목공학과) | Kim Seong-Jin
• 김승현(강릉원주대학교 토목공학과) | Kim Seung-Hyun
• 최정규(강릉원주대학교 토목공학과) | Choi Jeong-Gyu
• 정우영(강릉원주대학교 토목공학과) | Jung Woo-Young