Earticle

초록

영어

Recently the construction of high-rise reinforced concrete building is progressively increased as the social demands. It is significantly important factors such as economy, the safety of structure, and the flexibility of internal space. Therefore new structural system is also required to be attained the reduction of story height, the flexibility and efficient use of space. The most suitable structural system is with the economy and flexibility, flat plate slab system in high-rise
reinforced concrete building. In this research, it was focused in the improvement of seismic performance in the flat plate system using high ductile fiber reinforced mortar. It was evaluated the seismic performance in the critical region of slab-column connection. The flat plate system, designed by the high performance and safety, was developed as a new technique in the application of high-rise R/C building.

목차

Abstract
 1. 서론
 2. 플랫 플레이트 바닥시스템의 고성능화 설계개념
 3. 고인성섬유 복합모르타르를 이용한 플랫 플레이트구조시스템의 실험
  3.1 실험계획
  3.2 실험체의 형태 및 변수
  3.3 실험방법 및 장치
 4. 고인성섬유 복합모르타르를 사용한 플랫 플레이트구조시스템의 구조성능 평가 및 개선입력자료 분석
  4.1 이력거동 특성
  4.2 파괴형태
  4.3 강도 및 강성변화 특성
 5. 결론
 참고문헌

저자

• 하기주 [ Ha, Gee-Joo | 경일대학교 교수, 사)건설기술정책연구원 원장, 공학박사 ]
• 신종학 [ Sin, Jong-Hak | 경일대학교 건축학부 교수, 공학박사 ]
• 이동렬 [ Yi, Dong-Ryul | (사)건설기술정책연구원, 대외협력팀장 ]
• 홍건호 [ Hong, Kun-Ho | (사)건설기술정책연구원, 연구원 ]

참고문헌