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

      원자력발전소 파워블럭에 대한 구조물-지반-구조물 상호 작용과 다양한 매개변수를 고려한 지진응답해석

      한글로보기

      https://www.riss.kr/link?id=A105551979

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      다국어 초록 (Multilingual Abstract)

      In this paper, we study the existing results of the structure-soil-structure interaction (SSSI) effect on seismic responses of structures and summarize important parameters. The parameters considered in this study are a combination of buildings in the...

      In this paper, we study the existing results of the structure-soil-structure interaction (SSSI) effect on seismic responses of structures and summarize important parameters. The parameters considered in this study are a combination of buildings in the power block of a nuclear power plant, the characteristics of earthquake ground motions and its direction, and the characteristics embedded under the ground. Based on these parameters, the seismic analysis model of the structures in the power block of the nuclear power plant is developed and the structure-soil-structure interaction analyses are performed to analyze the influence of the parameters on the seismic response. For all analyses, the soil-structure interaction (SSI) analysis program CNU-KIESSI, which was developed to enable large-sized seismic analysis, is used. In addition, the SSI analyses is performed on individual structures and the results are compared with the SSSI analysis results. Finally, the influence of the parameters on the seismic response of the structure due to the SSSI effect is reviewed through comparison of the analysis results.

      더보기

      목차 (Table of Contents)

      • A B S T R A C T
      • 1. 서 론
      • 2. CNU-KIESSI 프로그램
      • 3. 원자력발전소 파워블럭의 다양한 매개변수를고려한 지진응답해석
      • 3.1 해석모델 및 매개변수
      • A B S T R A C T
      • 1. 서 론
      • 2. CNU-KIESSI 프로그램
      • 3. 원자력발전소 파워블럭의 다양한 매개변수를고려한 지진응답해석
      • 3.1 해석모델 및 매개변수
      • 3.2 해석 및 결과 분석
      • 4. 결 론
      • REFERENCES
      더보기

      참고문헌 (Reference)

      1 Matthees W, "sensitivity study of seismic SSSI problems for nuclear power plants" 73 (73): 343-363, 1982

      2 Anderson LM, "Validation of SASSI2010 solution methods through independent verification using SAP2000 for deeply embedded structures with large footprints" 22 : 2013

      3 "Standard Review Plan: Section 3.7.2 Seismic System Analysis. Rev4"

      4 Bolisetti C, "Seismic structure-soil-structure interaction in nuclear power plant structure" 21 : 2011

      5 KEPCO E&C, "Seismic response analysis considering structure - soil-structure interaction" 2017

      6 MCEER, "SSI and SSSI for performance assessment of buildings and nuclear structures" 2011

      7 U.S. Nuclear Regulatory Commission, "Regulatory Guide 1.60. Design Response Spectra for Seismic Design of Nuclear Power Plant Rev 2"

      8 KMA, "Measured data of Kyung-ju observation station"

      9 Seo CK, "Introduction of KIESSI program for soil-structure interaction" 25 : 2012

      10 Qjan J, "Harmonic wave response of two 3-D rigid surface foundations" 15 : 95-110, 1996

      1 Matthees W, "sensitivity study of seismic SSSI problems for nuclear power plants" 73 (73): 343-363, 1982

      2 Anderson LM, "Validation of SASSI2010 solution methods through independent verification using SAP2000 for deeply embedded structures with large footprints" 22 : 2013

      3 "Standard Review Plan: Section 3.7.2 Seismic System Analysis. Rev4"

      4 Bolisetti C, "Seismic structure-soil-structure interaction in nuclear power plant structure" 21 : 2011

      5 KEPCO E&C, "Seismic response analysis considering structure - soil-structure interaction" 2017

      6 MCEER, "SSI and SSSI for performance assessment of buildings and nuclear structures" 2011

      7 U.S. Nuclear Regulatory Commission, "Regulatory Guide 1.60. Design Response Spectra for Seismic Design of Nuclear Power Plant Rev 2"

      8 KMA, "Measured data of Kyung-ju observation station"

      9 Seo CK, "Introduction of KIESSI program for soil-structure interaction" 25 : 2012

      10 Qjan J, "Harmonic wave response of two 3-D rigid surface foundations" 15 : 95-110, 1996

      11 KEPCO E&C, "Evaluation of structuresoil-structure interaction effect" 2014

      12 Luco JE, "Dynamic structure-soil-structure interaction" 63 (63): 1289-1303, 1973

      13 Padron L, "Dynamic structure-soil- structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model" 9 (9): 1084-1096, 2009

      14 Lin HT, "Dynamic interaction between adjacent foundation" 15 (15): 323-343, 1987

      15 GE-Hitachi Nuclear Energy Americas LLC, "Control Building and Firewater Service Complex Seismic Structure-Soil-Structure Interaction Analysis" 2015

      16 Wong HL, "Building-soil- building interaction for two or more buildings and for incident plane SH waves" 65 (65): 1863-1885, 1975

      17 Zhao C, "An efficient wave input procedure for infinite media" 9 : 407-415, 1993

      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