Earticle

초록

영어

The study aimed to grasp the lateral behavior of the structure elements such as slab, exterior columns and outrigger-belt truss in core and offset outrigger-belt truss system. For this purpose, a structural design of 70 stories outrigger-belt truss building was accomplished by making the use of MIDAS-Gen. And the key variables of this analysis study were the stiffness of outrigger-belt truss system and the outrigger position in planar structure. Utilizing the results of this analysis, we analyzed the lateral behavior of structure elements in core and offset outrigger-belt truss system. This paper showed that the stiffness of outrigger-belt truss and the outrigger position in planar structure had influence on lateral behavior of structural elements in outrigger-belt truss system. Also the results of research can give help in finding out the reasonable method for structural design of outrigger-belt truss system in tall building.

목차

Abstract
1. 서론
2. 해석모델
2.1 해석모델의 설정
2.2 해석방법
3. 구조해석 결과의 검토
3.1 아웃리거-벨트 트러스 구조가 배치된 높이에서 발생한 기둥의 축하중에 대한 검토
3.2 아웃리거-벨트 트러스 부재에 작용하는 축하중
3.3 아웃리거-벨트 트러스 구조의 슬래브에 발생한 최대 응력과 평균 응력의 분포
4. 결론
REFERENCES

저자

• 김형기 [ Kim, Hyong-Kee | 강원대학교 공학대학 건설융합학부 교수 ] Corresponding Author

참고문헌