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ISSN : 1226-525X(Print)
ISSN : 2234-1099(Online)
Journal of the Earthquake Engineering Society of Korea Vol.18 No.1 pp.63-71
DOI : https://doi.org/10.5000/EESK.2014.18.1.063

강판 콘크리트(SC) 기둥과 H형강 보의 용접 접합부에 대한 반복 이력 실험

박호영1), 강철규1), 최병정1)*
1)경기대학교 플랜트･건축공학과

Cyclic Test of welding connections for Steel-Plate Concrete Column to H-shaped Steel Girders

Byong Jeong Choi1)*, Park, Ho Young1), Kang, Cheol Kyu1)
1)Department of Plant·Architectural Engineering, Kyonggi University
(Received 31 May 2013; Revised 25 October 2013; Accepted 12 December 2013)

Abstract

This study presents an experimental study of the structural behavior for steel plate-concrete column-to-steel girder connections.Experiments were carried out to investigate the moment-rotation characteristics, failure behavior and ultimate moment capacity of theseconnections. The results of this experimental study involving three welded moment-resisting connections subjected to cyclic loading arepresented. The specimens were fabricated at full scale to evaluate their hysteretic behavior. A description of the test specimens, the detailsof the joint, the test system and the testing methods are described. The test results showed that the structural behavior of these compositeconnections was influenced by the connection details.
SC Column,Hysteretic Behavior,Connection Detail
0044-01-0018-0001-8.pdf1.22MB

Reference

Journal Abbreviation J. Earthq. Eng. Soc. Korea
Frequency Bimonthly
Doi Prefix 10.5000/EESK
Year of Launching 1997
Publisher Earthquake Engineering Society of Korea
Indexed/Tracked/Covered By