Earticle

초록

영어

Steel Framed High-Rise Buildings using Structural Diagrid System are used in construction of skyscrapers recently, those skyscrapers are using inclined atypical appearance. Diagrid structures are one of the tube structure systems having high resistance to horizontal load and support vertical load and horizontal load efficiently.
Those buildings do not need strong core inside and have a aesthetic exterior . That's the one of the reason why Structural Diagrid System is popular recently. In this study, Analysis of how Structural Diagrid System is reacted to the change of core position and various twist was conducted. The comparison analysis of the control torsion impact according to the horizontal resistance factors was conducted too. It will evaluate that each system can control displacement and torsion in how efficiency. And it will be used for profitable application in a tall-building structural plan.

목차

Abstract
 1. 서론
  1.1 연구배경 및 목적
 2. 이론적 고찰
  2.1 다이아그리드 구조시스템
  2.2 비틀림
 3. 해석 모델
 4. 해석결과 분석
  4.1 다이아그리드 구조시스템 해석
  4.2 일반 구조시스템과 비교 (코어 구조, 튜브구조)
  4.3 아웃리거를 적용한 구조시스템과 비교
  4.4 각 모델의 비틀림 강성평가
 5. 결과
 참고문헌

저자

• 김해룡 [ Jin Hai Long | 정회원, 부산대학교 건축공학과 대학원 석사과정 ] 교신저자
• 우경선 [ Woo Kyung Sun | 정회원 부산대학교 건축공학과 대학원 박사 수료 ]
• 박성수 [ Park Sung Soo | 정회원, 부산대학교 건축공학과 교수 공학박사 ]

참고문헌