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      KCI등재 SCIE SCOPUS

      Study on strength of reinforced concrete filled circular steel tubular columns

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      https://www.riss.kr/link?id=A104819455

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      다국어 초록 (Multilingual Abstract)

      Concrete filed steel tubular columns (CFT) are widely used in civil engineering works,especially in large scale of works because of high strength, deformation, toughness and so on. On thein Hansin-Awaji earthquake of Japan in 1995, reinforced concrete...

      Concrete filed steel tubular columns (CFT) are widely used in civil engineering works,especially in large scale of works because of high strength, deformation, toughness and so on. On thein Hansin-Awaji earthquake of Japan in 1995, reinforced concrete piers were wrapped with steel plate.Then, a new kind of structure appeared, that is, reinforced concrete filed steel tubular column (RCFT). Inthis paper, compresion test and bending-shearing test on RCFT are carried out. The main parameters of(4) arrangement of reinforcing bars. According to the experimental results, the effect of parameters onmechanical characteristics of RCFT is analyzed clearly. At the same time, strength evaluation formula forRCFT column is proposed and tested by experimental results and existed recommendations (AIJ 197).proposed evaluation formula can evaluate the strength of RCFT column properly.

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      참고문헌 (Reference)

      1 Suzuki, "“Study on structural properties of concrete filled circular steeltubular stub columns under pure axial compression”" 123-129, 1997

      2 Matsui, "“Structural performance and design of concrete filled steel tubular structures” Journal of SteelConstruction" 11-24, 1994

      3 Tang, "“Modeling of stress-strain relationships for steel andconcrete in concrete filled circular steel tubular columns”" hi : 35-46, 1996

      4 Wang, "“Experimental study on twin-column RCFT pier”" 2002

      5 Wang, "“Experimental study on strength of RCFT”" 1999

      6 Endo, "“Experimental study on reinforced concrete filled steeltubular structure”" 2000

      7 Wei, "“Experimental study on mechanicalcharacteristics of reinforced concrete filled circular steel tubular structures”" 519-526, 2002

      8 Nakai, "“Experimental study ofconcrete-filled steel members with circular cross section subjected to bending and torsion”" 85-97, 1999

      9 Murata, "“Evaluation of bearing capacity and ductilityfor concrete filled circular steel tubular columns”" 1555-1564, 1998

      10 Fujimoto, "“Axial compression behavior of concrete filled steel tubular stub columns using highstrength materials”" 161-168, 1997

      1 Suzuki, "“Study on structural properties of concrete filled circular steeltubular stub columns under pure axial compression”" 123-129, 1997

      2 Matsui, "“Structural performance and design of concrete filled steel tubular structures” Journal of SteelConstruction" 11-24, 1994

      3 Tang, "“Modeling of stress-strain relationships for steel andconcrete in concrete filled circular steel tubular columns”" hi : 35-46, 1996

      4 Wang, "“Experimental study on twin-column RCFT pier”" 2002

      5 Wang, "“Experimental study on strength of RCFT”" 1999

      6 Endo, "“Experimental study on reinforced concrete filled steeltubular structure”" 2000

      7 Wei, "“Experimental study on mechanicalcharacteristics of reinforced concrete filled circular steel tubular structures”" 519-526, 2002

      8 Nakai, "“Experimental study ofconcrete-filled steel members with circular cross section subjected to bending and torsion”" 85-97, 1999

      9 Murata, "“Evaluation of bearing capacity and ductilityfor concrete filled circular steel tubular columns”" 1555-1564, 1998

      10 Fujimoto, "“Axial compression behavior of concrete filled steel tubular stub columns using highstrength materials”" 161-168, 1997

      11 JSSC, "The Present Situation and Study on Concrete Filled Steel Tube at Civil Engineering Branch," 1998

      12 AIJ, "Recommendations for Design and Construction of Concrete Filled Steel Tubular Structures" 1997

      13 JSCE, "Reality State and Analysis of Steel Construction Damaged by Hansin-Awaji Earthquake, Japan" 1999

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2021-12-01 평가 등재후보 탈락 (해외등재 학술지 평가)
      2020-12-01 평가 등재후보로 하락 (해외등재 학술지 평가) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
      2005-05-26 학술지명변경 한글명 : 국제구조계산역학지 -> Structural Engineering and Mechanics, An Int'l Journal KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
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