Earticle

초록

영어

In general structural analysis, we built 3-D framework model that is not have stiffness of the slab. A slab stiffness unconsidered analysis makes a noticeable analysis tolerance. To attach great importance to consider this point, in this study, We use the program ETABS to analysis slab as a cell. We performed 3-D structure analysis that is similar to the real structure.
The purpose of this study is to search that how the slab stiffness make real effects to the result of overall real structural analysis. This study compared and reviewed two different ways using 3-D frame analysis including slab stiffness to find how the slab stiffness effects. As a result, It is hard to interpret the error allowed between the two models. In the actual structural analysis, A margin of error to interpret the analysis results of a structure, we need finite element analysis of that considering the slab stiffness.

목차

Abstract
 1. 서론
 2. 본론
  2.1 해석 대상 구조물의 개요
  2.2 바닥판 모형화에 따른 해석모델 제안
 3. 대상 구조물 해석결과
  3.1 보에 작용하는 모멘트 비교
  3.2 바닥판에 작용하는 모멘트 비교
 4. 분석 및 평가
 5. 결론
 참고문헌

저자

• 정진윤 [ Jung, Jin-Yun | 동아대학교 건축학부 건축공학전공 ]
• 박태준 [ Park, Tae-Jun | 동아대학교 건축학부 석사과정 ]
• 박학길 [ Park, Hak-Kil | 동아대학교 건축학부 교수, 공학박사 ]

참고문헌