강관기둥과 PHC 파일을 연결하는 접합부에 관한 구조성능평가Structural Performance Evaluation of Joint between PHC Pile and Steel Tube Column
- Other Titles
- Structural Performance Evaluation of Joint between PHC Pile and Steel Tube Column
- Authors
- 김상봉; 오진탁; 김영식; 주영규
- Issue Date
- 2015
- Publisher
- 한국공간구조학회
- Keywords
- Pile foundation; PHC Pile; Tube Steel column; Pipe steel column
- Citation
- 한국공간구조학회지, v.15, no.3, pp.85 - 93
- Indexed
- KCI
- Journal Title
- 한국공간구조학회지
- Volume
- 15
- Number
- 3
- Start Page
- 85
- End Page
- 93
- URI
- https://scholar.korea.ac.kr/handle/2021.sw.korea/95680
- DOI
- 10.9712/KASS.2015.15.3.085
- ISSN
- 1598-4095
- Abstract
- This paper presents a foundation pile to steel column connection that can resist large magnitude of moment and that can be easy installed. The developed joint has spherical shape and it is given the name HAT joint to mean Hallow half-sphere steel joint. Four types of HAT joints are developed. Namely, H-type, T-type, P-type and K-type. In this paper I will talk about the performance assessment of T-type(Tube Column) and P-type(Pile Column) of HAT joints with finite element analysis and experiment on a full scale model is presented.
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Collections - College of Engineering > School of Civil, Environmental and Architectural Engineering > 1. Journal Articles
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