In this study, finite element analysis of korean precast concrete panels was performed and 3D infinite element modeling was used. Infinite elements can be formulated in time domain and nonlinear behavior analysis is possible. Based on the numerical results, the performance of the packing layer of korean precast concrete panels was examined.

ABSTRACT
 1. 개 요
 2. 유한요소모델링
 3. 무한요소모델링
 4. 해석결과 및 평가
 5. 결 론
 References

• 권민호(경상대학교 공과대학 토목공학과) | Kwon Min-Ho
• 김진섭(경상대학교 공과대학 토목공학과) | Kim Jin-Sup
• 서현수(텍사스 주립대학교 알링턴캠퍼스) | Seo Hyun-Su
• 임정희(경상대학교 공과대학 토목공학과) | Lim Jeong-Hee
• 문종윤(경상대학교 공과대학 토목공학과) | Moon Jong-Yoon