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
  1.1 연구배경
  1.2 연구내용
  1.3 연구방법
 2. 실험
  2.1 사용재료
  2.2 배합설계 및 변수
 3.1 실험결과
 4. 결론
 참고문헌

저자

• 강학구 [ Kang, Hak-Gu | 금오공과대학교 학사과정 ]
• 김성규 [ Kim, Sung-Gyu | 금오공과대학교 학사과정 ]
• 김옥신 [ Kim, Ok-Sin | 금오공과대학교 학사과정 ]
• 정자연 [ Jeong Ja-Yeon | 금오공과대학교 학사과정 ]
• 이정훈 [ Lee Jung-Hoon | 금오공과대학교 대학원 석사과정 ]
• 곽윤근 [ Kwak, Yoon-Keun | 금오공과대학교 건축공학과 교수, 공학박사 ]

참고문헌