In this study the cyclic lateral loading tests were performed on the hybrid precast concrete panels that are interconnected by dry joints to emulate concrete shear wall cores for a mid-rise modular building. Test results show that it is necessary to improve the details of vertical reinforcement welded to the flange of C section member to increase the lateral resistance of hybrid precast concrete panels.

Abstract
 1. 서 론
 2. 실험체 및 실험 방법
 3. 실험결과 및 고찰
 4. 결 론
 참고문헌

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