RISS 학술연구정보서비스

검색
다국어 입력

http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

변환된 중국어를 복사하여 사용하시면 됩니다.

예시)
  • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
  • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
닫기
    인기검색어 순위 펼치기

    RISS 인기검색어

      KCI등재후보 SCIE SCOPUS

      The structural performance of axially loaded CFST columns under various loading conditions

      한글로보기

      https://www.riss.kr/link?id=A104820433

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      다국어 초록 (Multilingual Abstract)

      Concrete filled steel tube (CFST) structures have been used widely in high-rise buildings and bridges due to the efficiency of structurally favourable interaction between the steel tube and the concrete core. In the current design codes only one loading condition in the column members is considered, i.e., the load is applied on the steel tube and concrete core at the same time. However, in engineering practice the tube structures may be subjected to various loading conditions such as loading on the concrete core only, preloading on the steel tube skeleton before filling of concrete core, and so on. In this research, a series of comparative experiments were carried out to study the structural performance of concrete filled circular steel tube columns subject to four concentric loading schemes. Then, a generalized prediction method is developed to evaluate the ultimate load capacity of CFST columns subject to various loading conditions. It is shown that the predictions by the proposed method agree well with test results.
      번역하기

      Concrete filled steel tube (CFST) structures have been used widely in high-rise buildings and bridges due to the efficiency of structurally favourable interaction between the steel tube and the concrete core. In the current design codes only one loadi...

      Concrete filled steel tube (CFST) structures have been used widely in high-rise buildings and bridges due to the efficiency of structurally favourable interaction between the steel tube and the concrete core. In the current design codes only one loading condition in the column members is considered, i.e., the load is applied on the steel tube and concrete core at the same time. However, in engineering practice the tube structures may be subjected to various loading conditions such as loading on the concrete core only, preloading on the steel tube skeleton before filling of concrete core, and so on. In this research, a series of comparative experiments were carried out to study the structural performance of concrete filled circular steel tube columns subject to four concentric loading schemes. Then, a generalized prediction method is developed to evaluate the ultimate load capacity of CFST columns subject to various loading conditions. It is shown that the predictions by the proposed method agree well with test results.

      더보기

      참고문헌 (Reference)

      1 Starossek, U., "The interaction of steel tube and concrete core in concrete-filled steel tube columns, In Tube Structures XII" Taylor & Francis Group 75-84, 2008

      2 W.C. Zhu, "The 3D-numerical simulation on failure process of concrete-filled tubular (CFT) stub columns under uniaxial compression" 국제구조공학회 9 (9): 257-273, 2012

      3 Han, L. H., "Tests on curved concrete filled steel tube members subjected to axial compression" 2011

      4 O’Shea, M.D., "Tests on circular thin-walled steel tubes filled with medium and high strength concrete" School of Civil Engineering, University of Sydney, Australia 1997

      5 Johansson, M., "Structural behaviour of circular composite columns under various means of load application" 2000

      6 Knowles, R.B., "Strength of Concrete Filled Steel Tube Columns" 95 (95): 2565-2587, 1969

      7 "Specification for design and construction of concrete-filled steel tube structures" China Planning Press 1992

      8 Chen, B.C., "Overview of Concrete Filled Steel Tube Arch Bridges in China" 2009

      9 Alireza Bahrami, "Nonlinear analysis of concrete-filled steel composite columns subjected to axial loading" 국제구조공학회 39 (39): 383-398, 2011

      10 Gourley, B. C., "NSEL Report: A Synopsis of Studies of the Monotonic and Cyclic Behaviour of Concrete-Filled Steel Tube Members, Connections, and Frames" 2008

      1 Starossek, U., "The interaction of steel tube and concrete core in concrete-filled steel tube columns, In Tube Structures XII" Taylor & Francis Group 75-84, 2008

      2 W.C. Zhu, "The 3D-numerical simulation on failure process of concrete-filled tubular (CFT) stub columns under uniaxial compression" 국제구조공학회 9 (9): 257-273, 2012

      3 Han, L. H., "Tests on curved concrete filled steel tube members subjected to axial compression" 2011

      4 O’Shea, M.D., "Tests on circular thin-walled steel tubes filled with medium and high strength concrete" School of Civil Engineering, University of Sydney, Australia 1997

      5 Johansson, M., "Structural behaviour of circular composite columns under various means of load application" 2000

      6 Knowles, R.B., "Strength of Concrete Filled Steel Tube Columns" 95 (95): 2565-2587, 1969

      7 "Specification for design and construction of concrete-filled steel tube structures" China Planning Press 1992

      8 Chen, B.C., "Overview of Concrete Filled Steel Tube Arch Bridges in China" 2009

      9 Alireza Bahrami, "Nonlinear analysis of concrete-filled steel composite columns subjected to axial loading" 국제구조공학회 39 (39): 383-398, 2011

      10 Gourley, B. C., "NSEL Report: A Synopsis of Studies of the Monotonic and Cyclic Behaviour of Concrete-Filled Steel Tube Members, Connections, and Frames" 2008

      11 Johansson, M., "Mechanical behaviour of circular steel-concrete composite stub columns" 128 (128): 1073-1081, 2002

      12 American Institute of Steel Construction, "Manual for structural steel buildings: Load and Resistance Factor Design (LRFD)"

      13 Alifujiang Xiamuxi, "Load-sharing ratio analysis of reinforced concrete filled tubular steel columns" 국제구조공학회 12 (12): 523-540, 2012

      14 Kuranovas, A., "Load-bearing capacity of concrete-filled steel columns" 15 (15): 21-33, 2009

      15 Zha, X. X., "Investigation on the behaviour of concrete filled steel tube compression-bending-torsion members under the initial stress" Harbin University of C.E. Architecture 1996

      16 Wang, Y., "Influence of load conditions on mechanical behaviour of CFST stub columns subjected to axial compression" 37 (37): 40-44, 2005

      17 "Hybrid Structure Series 02 (JSCE), Guidelines for performance verification of steel-concrete hybrid structures"

      18 "GB 50017, Code for Design of Steel Structures"

      19 Gupta, P. K., "Experimental and computational study of concrete filled steel tube columns under axial loads" 63 (63): 182-193, 2007

      20 "Eurocode 4 (EC4), Design of composite steel and concrete structures, Part 1.1: General rules and rules for buildings"

      21 Liew, J.Y.R., "Effect of preload on the axial capacity of concrete-filled composite columns" 65 : 709-722, 2009

      22 O’Shea, M.D., "Design of circular thin-walled concrete filled steel tubes" 126 (126): 1295-1303, 2000

      23 China Building Material Industry Standard(JCJ), "Design and Construction Specifications for concrete filled steel tube structures (JCJ01-89)" Tongji University Press 1989

      24 China Electric Power Industry Standard(DL/T), "Design Specifications for Steel-Concrete Composite Structures (DL/T5085-1999)" China Electric Power Press 1999

      25 Goode, C.D., "Concrete-filled steel tube columns - tests compared with Eurocode 4, Composite Construction VI, July 20-24, Devil's Thumb Ranch"

      26 Cai, S., "Calculation and application of concrete-filled steel tubes" China Architecture & Building Press 1989

      27 American Concrete Institute, "Building code requirements for structural concrete and commentary"

      28 Han, L.H., "Behaviour of concrete-filled hollow structural steel(HSS)columns with preload on the steel tubes" 59 (59): 1455-1475, 2003

      29 Manojkumar, V. C., "Axial strength of circular concrete-filled steel tube columns-DOE approach" 66 : 1248-1260, 2010

      30 X. Dai, "Axial compressive behaviour of stub concrete-filled columns with elliptical stainless steel hollow sections" 국제구조공학회 10 (10): 517-539, 2010

      31 Australia Standards, "AS4100 Steel structures"

      더보기

      동일학술지(권/호) 다른 논문

      동일학술지 더보기

      더보기

      분석정보

      View

      상세정보조회

      0

      Usage

      원문다운로드

      0

      대출신청

      0

      복사신청

      0

      EDDS신청

      0

      동일 주제 내 활용도 TOP

      더보기

      주제

      연도별 연구동향

      연도별 활용동향

      연관논문

      연구자 네트워크맵

      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

      인용정보 인용지수 설명보기

      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2021 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-12-01 평가 등재 탈락 (해외등재 학술지 평가)
      2013-10-01 평가 SCOPUS 등재 (등재유지) KCI등재
      2011-01-01 평가 등재후보학술지 유지 (기타) KCI등재후보
      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재후보
      2005-09-23 학술지명변경 한글명 : 강합성 구조물에 대한 국제저널 -> Steel and Composite Structures, An International Journal KCI등재후보
      2005-09-22 학술지등록 한글명 : 강합성 구조물에 대한 국제저널
      외국어명 : Steel and Composite Structures, An International Journal
      KCI등재후보
      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재후보
      2002-01-01 평가 SCIE 등재 (신규평가) KCI등재후보
      더보기

      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 3.1 2.02 2.67
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      2.37 2.24 0.935 0.37
      더보기

      이 자료와 함께 이용한 RISS 자료

      나만을 위한 추천자료

      해외이동버튼