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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
김상봉오진탁김영식주영규
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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공과대학 (건축사회환경공학부)
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