As earthquakes continue to occur in Korea in recent years, seismic evaluation and retrofit of existing school buildings have been carried out. Many domestic school buildings were built using or referring to standard drawings. Therefore, if the overall structural characteristics of a school building can be known first based on standard drawings, it can be provided as valuable data for detailed seismic evaluation. For this reason, this study investigated the weak structural components and failure modes by comparing the strength of beams, columns, and joints constituting standard school buildings constructed in the 1980s. The evaluation was performed for different types of standard drawings and different material strengths. The results showed that the joint was mainly the weakest due to the eccentricity, and the failure modes were partially changed depending on the material strength.

Abstract
1. 서론
2. 분석 방법
    2.1 분석 대상
    2.2 분석 과정
3. 분석 결과
    3.1 국교(가)형
    3.2 중교(나)형
    3.3 중교(라)형
4. 결론
References

• 최명호(부경대학교 건축·소방공학부) | Choi Myeong-Ho (Division of Architectural and Fire Protection Engineering, Pukyong National University)
• 하세연(부경대학교 건축공학과) | Ha Se-Yeon (Department of Architectural Engineering, Pukyong National University)
• 이창환(부경대학교 건축공학과) | Lee Chang-Hwan (Department of Architectural Engineering, Pukyong National University) 교신저자