Proceedings of the Computational Structural Engineering Institute Conference (한국전산구조공학회:학술대회논문집)

Computational Structural Engineering Institute of Korea (한국전산구조공학회)
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Modal Analysis of Steel Box Bridge by Using the Component Mode Synthesis

CMS 방법에 의한 강교량의 동적모드해석

  • 조병완 (한양대학교 공과대학 토목공학과) ;
  • 박종칠 (한양대학교 공과대학 토목공학과) ;
  • 김영진 (한양대학교 공과대학 토목공학과)
  • Published : 1997.04.01
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Abstract

The Component Mode Synthesis Method for the -vibration analysis can be applied to the large-scaled structures, which have difficulty in modeling because of their intricate shapes and boundary conditions and need much time in computational calculations. This paper uses the Component Mode Synthesis Method to analyze the free vibration for the steel box bridge having the large number of D.O.F as an example of the large structural system. By comparing the CMS method to the other method (FEM), this paper proves the accuracy of the solution in techniques and the efficiency in time.

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