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

      강재 코일 댐퍼의 배관시스템 진동제어 효과 분석을 위한 진동대시험

      한글로보기

      https://www.riss.kr/link?id=A107985487

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      다국어 초록 (Multilingual Abstract)

      Many piping systems installed in the power plant are directly related to the safety and operation of the plant. Various dampers have been applied to the piping system to reduce the damage caused by earthquakes. In order to reduce the vibration of the ...

      Many piping systems installed in the power plant are directly related to the safety and operation of the plant. Various dampers have been applied to the piping system to reduce the damage caused by earthquakes. In order to reduce the vibration of the piping system, this study developed a steel coil damper (SCD) with a straightforward structure but excellent damping performance. SCD reduces the vibration of the objective structure by hysteretic damping. The new SCD damper can be applied to high-temperature environments since it consists of steel members. The paper introduces a design method for the elastoplastic coil spring, which is the critical element of SCD. The practical applicability of the design procedure was validated by comparing the nonlinear force-displacement curves calculated by design equations with the results obtained from nonlinear finite element analysis and repeated loading test. It was found that the designed SCD’s have a damping ratio higher than 25%. In addition, this study performed a set of seismic tests using a shaking table with an existing piping system to verify the vibration control capacity on the piping system by SCD. Test results prove that the SCD can effectively control the displacement vibration of the piping system up to 80%.

      더보기

      목차 (Table of Contents)

      • A B S T R A C T
      • 1. 서 론
      • 2. SCD의 설계
      • 2.1 구조 형상
      • 2.2 SCD의 비선형 강성
      • A B S T R A C T
      • 1. 서 론
      • 2. SCD의 설계
      • 2.1 구조 형상
      • 2.2 SCD의 비선형 강성
      • 2.3 SCD 설계 절차
      • 3. 진동제어 배관시스템 시험체 제작
      • 3.1 배관시스템
      • 3.2 SCD 장치
      • 3.3 반복하중 해석
      • 3.4 반복가력시험
      • 4. 배관시스템의 진동대시험
      • 4.1 시험 계획
      • 4.2 시험체 설치
      • 4.3 공진탐색시험
      • 4.4 지진입력운동
      • 4.5 지진응답
      • 5. 결 론
      • REFERENCES
      더보기

      참고문헌 (Reference)

      1 "When the largest thermal power plant stopped due to an earthquake, the remaining three power plants stopped one after another"

      2 Cho SG, "Vibration Control of Piping System in Nuclear Power Plant Using Elasto-plastic Steel Coil Spring Damper under Earthquake" 2019

      3 Chang S, "Vibration Control of Nuclear Power Plant Piping System Using Stockbridge Damper under Earthquakes" 201 : 2016

      4 "Techniques of the Snubber Testing in a Nuclear Power Plant" Korea Atomic Energy Research Institute 1994

      5 Cho SG, "Study on s evere accident management measures for the pinping system in nuclear power plant using vibration control techniques" 2017

      6 Cho YB, "Status of Inspection and Management for Nuclear Power Plants Snubbers" 10 (10): 20-24, 2014

      7 Kunieda M, "Positive use of damping devices for piping systems-some experiences and new proposals" 104 (104): 107-120, 1987

      8 "IEEE Recommended Practice for Seismic Qualification of Class 1E Equipment for Nuclear Power Generating Stations"

      9 Cho SG, "Enhancement of Seismic Resilience of Piping Systems in Nuclear Power Plants Using Steel Coil Damper" 350 : 147-157, 2019

      10 Parulekar YM, "Elasto-plastic damper for passive control of seismic response of piping systems" BARC 2002

      1 "When the largest thermal power plant stopped due to an earthquake, the remaining three power plants stopped one after another"

      2 Cho SG, "Vibration Control of Piping System in Nuclear Power Plant Using Elasto-plastic Steel Coil Spring Damper under Earthquake" 2019

      3 Chang S, "Vibration Control of Nuclear Power Plant Piping System Using Stockbridge Damper under Earthquakes" 201 : 2016

      4 "Techniques of the Snubber Testing in a Nuclear Power Plant" Korea Atomic Energy Research Institute 1994

      5 Cho SG, "Study on s evere accident management measures for the pinping system in nuclear power plant using vibration control techniques" 2017

      6 Cho YB, "Status of Inspection and Management for Nuclear Power Plants Snubbers" 10 (10): 20-24, 2014

      7 Kunieda M, "Positive use of damping devices for piping systems-some experiences and new proposals" 104 (104): 107-120, 1987

      8 "IEEE Recommended Practice for Seismic Qualification of Class 1E Equipment for Nuclear Power Generating Stations"

      9 Cho SG, "Enhancement of Seismic Resilience of Piping Systems in Nuclear Power Plants Using Steel Coil Damper" 350 : 147-157, 2019

      10 Parulekar YM, "Elasto-plastic damper for passive control of seismic response of piping systems" BARC 2002

      11 "Design Guidelines of a Spring-Damper System for Emergency Diesel Generator Sets" Korea Atomic Energy Research Institute 2007

      12 Olson DE, "Decreasing snubber in-service inspection costs through snubber reduction and improved test limits" 107 (107): 183-199, 1988

      13 ANSYS Inc, "ANSYS Workbench, Version 2019"

      14 Nakamura I, "A Study on Fracture Mechanics of Eroded Pipes under Seismic Loading" National Research Institute for Earth Science and Disaster Prevention 306-, 2007

      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
      2027 평가예정 재인증평가 신청대상 (재인증)
      2021-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2018-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재 1차 FAIL (등재유지) 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
      더보기

      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.48 0.48 0.44
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.39 0.35 0.664 0.17
      더보기

      이 자료와 함께 이용한 RISS 자료

      나만을 위한 추천자료

      해외이동버튼