Journal of Advanced Marine Engineering and Technology

The Korean Society of Marine Engineering (한국마린엔지니어링학회)
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Forced vibration analysis of beam-like structures by the combination and transfer of dynamic stiffness coefficient

동강성계수의 조합 및 전달에 의한 보형 구조물의 강제진동 해석

  • 문덕홍 (부경대 제어기계공학과) ;
  • 최명수 (부경대 대학원 제어기계공학과)
  • Published : 1998.02.01
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Abstract

The authors have developed the transfer dynamic stiffness coefficient method(TDSCM) which is based on the concepts of the substructure synthesis method and transfer influence coefficient method. As a result, we suggested the algorithm for free vibration analysis of beam-like structures which are mainly found in mechanical design by applying the TDSCM in the previous reports. In this paper, we extend this algorithm to the forced vibration analysis for them. And we also confirmed the merits of this method.

Keywords

References

  1. The Memoirs of the Faculty of Engineering Kyushu University v.48 no.1 A method of Vibrational Analysis Using a Personal Computer - A Suggested Transfer Influence Coefficient Method A. Sueoka;T. Kondou;D. H. Moon;K. Yamashita
  2. 日本機械學會論文集 v.56 no.522 變形傳達影響係數法による可變パラメ-タ系の自由振動解析(變斷面ばりに對する定式化) 近藤;末岡;文;綾部
  3. 日本機械學會論文集 v.57 no.536 傳達影響係數法による樹狀構造物の自由振動解析(第1報, 二次元樹狀構造物に對する定式化) 近藤;末岡;安田;文
  4. 대한기계학회논문집 v.15 no.5 傳達影響係數法에 의한 원판구조물의 自由振動解析 文;末岡;近藤;呂
  5. 대한기계학회논문집 v.17 no.3 傳達影響係數法에 의한 사각형 평판 구조물의 自由振動解析 문;여
  6. 한국소음진동공학회지 v.4 no.4 傳達影響係數法에 의한 强性支持를 갖는 원통형 쉘구조물의 自由振動解析 문;여
  7. 부분구조합성법 長松;大態
  8. 한국소음진동공학회 춘계학술대회논문집 강성계수의 전달에 의한 보형 구조물의 진동해석기법 문;최;흥
  9. Matrix Methods in Elastomechanics E. C. Pestel;F. A. Leckie