This study aims at grasping the structural performances of primary anchor assemblage through a nonlinear finite element analysis. Primary anchor unit may be used as one of the connection devices between ALC panel curtain-wall and RC slab or main frame of a building. From the analytical results structural characteristics such as yield strength, initial stiffness and maximum strength are obtained and compared with test results.

• 윤명호(공주대학교 건축학부) | Yoon Myung-Ho
• 유창현(공주대학교 건축공학과) | Ryu Chang-Hyun