Earticle

초록

영어

The column-supported wall system structures are being built according to increase of population and accelerated urbanization. In this study, characteristics of shear wall system subjected to lateral load is analyzed and the stress distribution and deformation characteristics of the column-supoorted wall system structures were compared.
The results obtained from the model using the plane stress elements were compared with the results of the model with a beam-column elements for column - supported wall type structures.
The bending moment of the model with beam-column elements was 0.53 times of that of model with plane stress elements at the end of transfer girder. And the bending momomet at the center of transfer girder consist of beam-column elements was 1.59 times of that of model with plane stress elements.

목차

Abstract
 1. 서론
 2. 벽식구조물의 구조적 특성
  2.1 해석모델
  2.2 벽식 구조물에 작용하는 응력분포
 3. 상부벽식-하부골조 시스템의 구조적 특성
  3.1 해석모델
  3.2 상부벽식-하부골조 구조물의 응력분포특성
  3.3 상부벽식-하부골조 구조물의 휨모멘트와 횡변위
 4. 결론
 참고문헌

저자

• 김소원 [ Kim, So- Won | 계명대학교 대학원 석사과정 ]
• 최현식 [ Choi, Hyun-Sik | 계명대학교 건축공학과 교수 ]

참고문헌