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

      보강재가 평판 진동 및 음향 특성에 미치는 영향

      한글로보기

      https://www.riss.kr/link?id=A100173597

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      다국어 초록 (Multilingual Abstract)

      The purpose of this study was to analyze the vibro-acoustic characteristics of a stiffened rectangular plate at high frequencies. The stiffeners attached along the plate surface were assumed to have rotational and translational stiffness and inertia. The harmonic response of the stiffened plate were predicted and compared using the Rayleigh-Ritz method with two different trial functions - polynomial and beam functions. The variation of the spatially averaged mean square velocity and the modal characteristics with the number of stiffeners were obtained. The use of the beam function ensured fast convergence which was essential for analyzing the high frequency vibration responses. Using the calculated modal characteristics and the Rayleigh-integral, the radiated sound power was predicted, and the effects of stiffeners were investigated. The proposed model can be applied to study optimal layout of stiffeners for minimal noise generation of the stiffened structures.
      번역하기

      The purpose of this study was to analyze the vibro-acoustic characteristics of a stiffened rectangular plate at high frequencies. The stiffeners attached along the plate surface were assumed to have rotational and translational stiffness and inertia. ...

      The purpose of this study was to analyze the vibro-acoustic characteristics of a stiffened rectangular plate at high frequencies. The stiffeners attached along the plate surface were assumed to have rotational and translational stiffness and inertia. The harmonic response of the stiffened plate were predicted and compared using the Rayleigh-Ritz method with two different trial functions - polynomial and beam functions. The variation of the spatially averaged mean square velocity and the modal characteristics with the number of stiffeners were obtained. The use of the beam function ensured fast convergence which was essential for analyzing the high frequency vibration responses. Using the calculated modal characteristics and the Rayleigh-integral, the radiated sound power was predicted, and the effects of stiffeners were investigated. The proposed model can be applied to study optimal layout of stiffeners for minimal noise generation of the stiffened structures.

      더보기

      참고문헌 (Reference)

      1 김석현, "국부 공진을 고려한 주름강판의 차음 설계" 한국소음진동공학회 20 (20): 672-676, 2010

      2 Barrette, M., "Vibration of Stiffened Plates Using Hierarchical Trigonometric Functions" 235 (235): 727-747, 2000

      3 Berry, A, "Structural Acoustics and Vibration Behavior of Complex Panels" 43 (43): 185-215, 1994

      4 Fahy, F., "Sound and Structural Vibration" Academic Press 1985

      5 Photiadis, D. M., "Resonant Response of Complex Shell Structures" 108 (108): 1027-1035, 2000

      6 Hur, S. C, "Dynamic Modeling and Vibration Analysis of Rotating Plate Structures with Stiffeners" 10 (10): 312-318, 2000

      7 Park, J., "Analysis of the Flow-induced Vibrations of Viscoelastically Supported Rectangular Plates" 261 (261): 225-245, 2003

      8 Baz, A., "Active Control of Periodic Structures" 123 (123): 472-479, 2001

      1 김석현, "국부 공진을 고려한 주름강판의 차음 설계" 한국소음진동공학회 20 (20): 672-676, 2010

      2 Barrette, M., "Vibration of Stiffened Plates Using Hierarchical Trigonometric Functions" 235 (235): 727-747, 2000

      3 Berry, A, "Structural Acoustics and Vibration Behavior of Complex Panels" 43 (43): 185-215, 1994

      4 Fahy, F., "Sound and Structural Vibration" Academic Press 1985

      5 Photiadis, D. M., "Resonant Response of Complex Shell Structures" 108 (108): 1027-1035, 2000

      6 Hur, S. C, "Dynamic Modeling and Vibration Analysis of Rotating Plate Structures with Stiffeners" 10 (10): 312-318, 2000

      7 Park, J., "Analysis of the Flow-induced Vibrations of Viscoelastically Supported Rectangular Plates" 261 (261): 225-245, 2003

      8 Baz, A., "Active Control of Periodic Structures" 123 (123): 472-479, 2001

      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
      2026 평가예정 재인증평가 신청대상 (재인증)
      2020-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2017-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2013-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-02-05 학회명변경 영문명 : Korean Society For Noise And Vibration Engeering (Ksnve) -> Korean Society for Noise and Vibration Engineering(KSNVE) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-07-01 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 0.28 0.28 0.26
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.25 0.23 0.457 0.05
      더보기

      이 자료와 함께 이용한 RISS 자료

      나만을 위한 추천자료

      해외이동버튼