The core aim of this paper is to empirically scrutinize a strength characteristic and ductility of the beam-column frame of reinforced with steel subjected to the cyclic lateral load. First and foremost, I the author embarks upon making four prototypes vis-à-vis this research. Through this endeavour, the author has analysed cyclic behavior, fracture shape, ductility and energy dissipation of the normal beam-column frame and a beam-column frame of reinforced with steel. In addition, the survey has revealed the exact stress transfer path and the destructive mechanism in order to how much a beam-column frame of reinforced with steel has resistance to earthquake regarding all types of building, as well as school construction. To get the correct data, the author has compared the normal beam-column frame and three types of the beam-column frame of reinforced with steel following these works, the characteristic of cyclic behavior, destructive mechanism, ductility, and Energy dissipation of normal beam-column frame and a beam-column frame of reinforced with steel have been examined clearly.

 Abstract  1. 서론   1.1. 연구의 개요 및 목적   1.2. 기존연구에 대한 동향  2. 실험계획   2.1. 하중계획   2.2. 실험체   2.3. 실험계측   2.4. 재료 특성  3. 실험결과 및 분석   3.1. 실험체의 거동특성   3.2. 실험체의 파괴양상   3.3. 실험체별 내력비교분석   3.4. 실험체의 내진성능 비교분석   3.5. 기존 연구와의 비교  4. 결 론  감사의글  참고문헌

• 이호(경북대학교, 융복합시스템공학부 교수) | Lee, Ho
• 박성무( 영남대학교, 건축학부 교수) | 박성무
• 권영욱( (주) SNS구조안전기술원 대표이사) | 권영욱
• 변상민( 경북대학교, 융복합시스템공학부 외래강사) | 변상민