장방형 기둥에 지지되는 플랫 플레이트 접합부의 불균형 모멘트 강도 평가
- Title
- 장방형 기둥에 지지되는 플랫 플레이트 접합부의 불균형 모멘트 강도 평가
- Other Titles
- Evaluation of Peak Unbalanced Moment Strength of Flat Plate Connections with Rectangular Column Support
- Author
- 신성우
- Keywords
- 플랫 플레이트; 슬래브-기둥 접합부; 불균형 모멘트 강도; 기둥 형상비; Flat Plate; Slab-Column Connection; Unbalanced Moment Strength; Column Aspect Ratio
- Issue Date
- 2007-09
- Publisher
- 대한건축학회
- Citation
- 대한건축학회논문집 - 구조계, v. 23, No. 9, Page. 89 - 98
- Abstract
- The purpose of this study is to analyze the unbalanced moment strength of flat plate connections with rectangular column support. Based on the experimental database, an evaluation on the analysis models such as eccentric shear stress model of ACI 318-05 and EC 2-04, theoretical yield line analysis, strut-tie model, and numerical models was performed in the present study. The experimental database was selected to the interior flat plate connections with rectangular column support in the literature such as Hanson and Hanson(1968), Hawkins et al.(1989), Farhey et al.(1993), DY Kim(1995), Hwang and Moehle(2000), and MS Choi(2007). The theoretical and numerical analysis results were compared and evaluated with this experimental database on the peak unbalanced moment strength.
- URI
- http://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE00881676&language=ko_KRhttps://repository.hanyang.ac.kr/handle/20.500.11754/106949
- ISSN
- 1226-9107
- Appears in Collections:
- COLLEGE OF ENGINEERING SCIENCES[E](공학대학) > ARCHITECTURE(건축학부) > Articles
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