The concrete wall panels are composed of various members such as studs, brackets, bolts and nuts, etc. Embedded studs in the concrete wall resist transferred lateral and horizontal load in the structure. The thickness of the concrete wall influences shear behavior of embedded studs. The finite element analysis was carried out with respect to the thickness of the concrete wall to investigate shear behavior of embedded studs. The numerical analysis results were compared with the experimental results and confirmed that The deformation of the stud anchor is reduced with an increase of the thickness of the concrete wall.

ABSTRACT
 1. 서 론
 2. 재료의 역학적 성질
 3. 유한요소해석
  3.1 유한요소해석 모델링
  3.2 유한요소해석결과
 4. 결 론
 References

• 이선기(가천대학교 공과대학 건축공학과) | Lee Sun-ki
• 김선희(가천대학교 공과대학 건축공학과) | Kim Sun-Hee
• 윤현도(충남대학교 공과대학 건축공학과) | Yun Hyun-Do
• 최원창(가천대학교 공과대학 건축공학과) | Choi Won-Chang