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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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