Earticle

초록

영어

The study examines a method of sensitivity analysis employing statistical concepts, The characteristics and behavior of the braced-tube structural system are investigated. It presents a module consisting of braced tubes. The study identifies the suitability and optimal position and optimal shape of the module, As well as the structural behavior according to the quantity increase and decrease of the module element. In addition, It evaluates the structural behavior on the module's span installation based on the braced installation width of structural systems. Among analytical models, We select the structural system with the least width of the lateral displacement in the sensitivity preliminary analysis, We consider changes in shear lag phenomenon and lateral behavior resulting from changes in quantity between member elements. Also, This study presents the basic data on the design of future high-rise hybrid braced structural system using the results.

목차

Abstract
 1. 서론
 2. 튜브 구조시스템의 역학적 특성
  2.1 시스템의 구성
  2.2 튜브구조의 거동
  2.3 전단지연현상
 3. 구조시스템의 민감도 해석
  3.1 일반개요
  3.2 토네이도 다이아그램
 4. 가새 구조시스템의 모듈계획
  4.1 모델의 개요
  4.2 기본모델의 구조계획
  4.3 가새 구조시스템의 적정성에 대한 검토
  4.4 모듈의 형태에 대한 검토
 5. 모델해석 및 고찰
  5.1 모듈 단위 시스템의 설치경간 수에 대한 검토
  5.2 8경간 가새 튜브시스템 검토
  5.3 시스템의 물량변화에 대한 검토(TB2)
  5.4 시스템의 물량변화에 대한 민감도 검토
 6. 결론
 REFERENCES

저자

• 이연종 [ Lee, Yeon-Jong | 부산대학교 건축공학과, 박사수료 ]
• 양재광 [ Yang, Jae-Kwang | 부산대학교 건축공학과, 박사수료 ] Corresponding author
• 박성수 [ Park, Sung-Soo | 부산대학교 건축공학과 교수, 공학박사 ]

참고문헌