Earticle

초록

영어

In general, the shear wall with moment frame system, the shear wall with outrigger system, the tubular system, the mega column system and the cross wall system are adopted as lateral resisting system to high-rise buildings. And a common factor of these systems that resist from lateral loads is the shear wall in the core. Determining the appropriate size of the core is a key factor of designing the lateral resisting system and if the central core is relatively strong to the lateral displacement, restrictions on the grid and facade plan would decrease because requirement of other elements would be reduced. In this paper, the size of cores that a major factor of high-rise building system is analyzed. Changing the slenderness ratio from 2 to 8, structually needed size and areal ratio of the core is estimated from the basic model which has shear wall-moment frame with central core. Additionally relationships with the thickness of walls and differences due to changed rigidity of moment frame around the core are investigated in this study. Also, the difference is analyzed by comparing with the shear wall with outrigger system which is generally adopted as lateral resisting system.

목차

Abstract
 1. 서 론
 2. 기존 연구의 동향
 3. 해석 모델
  3.1 모델의 개요
  3.2 비교 모델
 4. 모델해석 및 결과분석
  4.1 코어전단벽 시스템의 모델
  4.2 아웃리거-전단벽 시스템의 모델
  4.3 벨트트러스 시스템에서의 코어
 5. 결 론
 참고문헌

키워드

저자

• 정은경 [ Jung, Eun-Kyung | 부산대학교 건축공학과 석사과정 ]
• 박성수 [ Park, Sung-Soo | 부산대학교 건축공학과 교수, 공학박사 ] 교신저자

참고문헌

발행기관

간행물

표지보기 관심저널 등록

• 간행물명

  대한건축학회연합논문집 [Journal of the Regional Association of Architectural Institute of Korea]

• 간기

  격월간

• pISSN

  1229-5752

• 수록기간

  1999~2026

• 등재여부

  KCI 등재

• 십진분류

  KDC 540 DDC 690