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

      KCI등재 SCIE SCOPUS

      Failure Mechanism of Single-layer Saddle-curve Reticulated Shells with Material Damage Accumulation Considered under Severe Earthquake

      한글로보기

      https://www.riss.kr/link?id=A104088257

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      다국어 초록 (Multilingual Abstract)

      This paper presents the study on failure mechanism of single-layer saddle-curve reticulated shells subjected to severe earthquake. Failure mode of single-layer saddle-curve reticulated shells is illustrated with the consideration of material damage ac...

      This paper presents the study on failure mechanism of single-layer saddle-curve reticulated shells subjected to severe earthquake. Failure mode of single-layer saddle-curve reticulated shells is illustrated with the consideration of material damage accumulation. The effects of different parameters on failure characteristics of single-layer saddle-curve reticulated shells are discussed. The influence of substructure upon failure behaviors of single-layer saddle-curve reticulated shells is particularly investigated. It is observed that dynamic strength failure is the failure mode of single-layer saddle-curve reticulated shells. The substructure has great influence on failure characteristics of single-layer saddle-curve reticulated shells subjected to the severe earthquake.

      더보기

      참고문헌 (Reference)

      1 Shen, S. Z., "The dynamic stability problem of reticular shells" 44-46, 2003

      2 Akenori, S., "Substitute structure method for seismic in design in R/C" 102 (102): 1-18, 1976

      3 Kato, S., "Study of dynamic collapse of single layer reticular dome subjected to earthquake motion and the estimation of statically equivalent seismic forces" 12 (12): 191-204, 1997

      4 Morley, S., "Stadium Australia: For 2000 Olympics. Proceedings of the Institution of Civil Engineers" 27 : 307-314, 2000

      5 Gioncu, V., "Stability theory: Principles and methods for design of steel structures" 59 : 269-270, 2003

      6 Gosowski, B., "Spatial stability of braced thin-walled members of steel structures" 59 : 839-865, 2003

      7 Li, G. Q., "Spatial hysteretic model and elasto-plastic stiffness of steel columns" 50 : 283-303, 1999

      8 Mokowski, Z. S., "Space structures-a review of the developments within the last decade" 1-8, 1993

      9 Shen, S. Z., "Recent advances on the fundamental research of spatial structures in China" 47 (47): 93-100, 2006

      10 Tashakori, A., "Optimum design of cold-formed steel space structures using neural dynamics model" 58 : 1545-1566, 2002

      1 Shen, S. Z., "The dynamic stability problem of reticular shells" 44-46, 2003

      2 Akenori, S., "Substitute structure method for seismic in design in R/C" 102 (102): 1-18, 1976

      3 Kato, S., "Study of dynamic collapse of single layer reticular dome subjected to earthquake motion and the estimation of statically equivalent seismic forces" 12 (12): 191-204, 1997

      4 Morley, S., "Stadium Australia: For 2000 Olympics. Proceedings of the Institution of Civil Engineers" 27 : 307-314, 2000

      5 Gioncu, V., "Stability theory: Principles and methods for design of steel structures" 59 : 269-270, 2003

      6 Gosowski, B., "Spatial stability of braced thin-walled members of steel structures" 59 : 839-865, 2003

      7 Li, G. Q., "Spatial hysteretic model and elasto-plastic stiffness of steel columns" 50 : 283-303, 1999

      8 Mokowski, Z. S., "Space structures-a review of the developments within the last decade" 1-8, 1993

      9 Shen, S. Z., "Recent advances on the fundamental research of spatial structures in China" 47 (47): 93-100, 2006

      10 Tashakori, A., "Optimum design of cold-formed steel space structures using neural dynamics model" 58 : 1545-1566, 2002

      11 Nie, G. H., "On the buckling of imperfect squarelyreticulated shallow spherical shells supported by elastic media" 41 : 1-13, 2003

      12 Zhi, X. D., "Failure mechanisms of single layer reticulated domes subjected to earthquake" 48 (48): 29-44, 2007

      13 Wang, C., "Dynamic stability of reticulated dome" 1065-1070, 1996

      14 Kato, S., "Dynamic elasto-plastic buckling simulation system for single layer reticular domes with semi-rigid connections under multiple loadings" 12 (12): 161-172, 1997

      15 Kumagai, T., "Dynamic buckling behavior of single layer lattice domes subjected to horizontal step wake" 44 (44): 167-174, 2003

      16 Kato, S., "Collapse of semi-rigidly jointed reticulated domes with initial geometric imperfections" 48 : 145-168, 1998

      17 Forman, S. E., "Buckling of reticulated shell structures" 6 : 909-932, 1970

      18 Borri, C., "Buckling and postbuckling behavior of single layer reticulated shells affected by random imperfections" 30 : 937-943, 1998

      19 Wang, B. B., "A theoretical study of super-span latticed shells" 51 : 287-296, 1999

      20 Shen, Z. Y., "A hysteresis model for plane steel members with damage accumulation effects" 48 : 79-87, 1998

      더보기

      동일학술지(권/호) 다른 논문

      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
      2023 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-01-01 평가 등재학술지 유지 (해외등재 학술지 평가) KCI등재
      2010-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2009-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2008-01-01 평가 등재후보학술지 유지 (등재후보2차) KCI등재후보
      2007-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2005-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
      더보기

      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.62 0.27 0.55
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.5 0.45 0.366 0.03
      더보기

      이 자료와 함께 이용한 RISS 자료

      나만을 위한 추천자료

      해외이동버튼