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Microcomputer Application of Non-Rectangular Space-Time Finite Elements in Vibration Analysis — Direct Joint-by-Joint Procedure

  • C. I. Bajer
Conference paper

Abstract

In dynamic analysis of structures carried on by dyscrete methods we often apply the finite element method in spatial partition and differential schemes in time integration. In this mean the partition of the structure, rather artifical, is performed once in the begining and concerns the whole time of computations. Such a limitation unables the solution of many problems.

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References

  1. Bajer, C. (1984) Non-stationary division by the space-time finite element method in vibration analysis, Proc. Sec. Int. Conf. Recent Advances in Structural Dynamics, Southampton, ed. M. Petyt, H.F. Wolfe.Google Scholar
  2. Kaczkowski, Z. (1975) The method of finite space-time elements in dynamics of structures, J. Techn. Physics, 16, 1.Google Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 1985

Authors and Affiliations

  • C. I. Bajer
    • 1
  1. 1.Department of Civil EngineeringEngineering CollegeZielona GóraPoland

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