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Response of Underground Openings to Dynamic Loadings

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Nuclear Simulation

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Summary

A Finite-Element program for seismic analysis of underground structures is presented. The numerical formulation solves nonlinear dynamic problems including an infinite medium of rock or soil. As a general solution strategy a hybride numerical method is proposed. Its efficiency is demonstrated by examples. The combination of in-situ dynamic loading experiments and dynamic Finite-Element calculations gains the knowledge of dynamic response of underground structures and provides a basis for predictive numerical calculations.

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References

  1. Alheid, H.-J., A. Honecker, W. Sarfeld and H. Zimmer, ‘Transmitting boundaries in time domain for 2-D nonlinearanalysis of deep underground structures’, Proc. NUMETA 85, Swansea, ed. J. Middelton and G. Pande, 117–127, 1985

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  2. Alheid, H.-J., K.-G. Hinzen, A. Honecker and W. Sarfeld, ‘Tr ansientanalysis in rock dynamics — some problems and solutionstrategies’, Proc. ECONMIG 86, University of Stuttgart, 1986

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  3. Ferber, R.-G., ‘Normal-incidence wave field computation using vector-arithmetic’, Geophys. Prosp. 33, 540–542, 1985

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  4. Mendel, J. M., N.E. Nahi and M. Chan, ’ Synthetic seismograms using the state-space approach, Geophysics 44, 880–891, 1979

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Author information

Authors and Affiliations

  1. Bundesanstalt fuer Geowissenschaften und Rohstoffe Hannover, Germany

    H.-J. Alheid & K.-G. Hinzen

  2. Control Data GmbH Hamburg, Germany

    A. Honecker

  3. Gesellschaft fuer Strukturanalyse in Forschung und Entwicklung, Berlin, Germany

    W. Sarfeld

Authors
  1. H.-J. Alheid
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  2. K.-G. Hinzen
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  3. A. Honecker
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  4. W. Sarfeld
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Editor information

Editors and Affiliations

  1. Control Data GmbH, Germany

    Moshe R. Heller

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© 1987 Springer-Verlag, Berlin, Heidelberg

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Alheid, HJ., Hinzen, KG., Honecker, A., Sarfeld, W. (1987). Response of Underground Openings to Dynamic Loadings. In: Heller, M.R. (eds) Nuclear Simulation. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-83221-5_22

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  • DOI: https://doi.org/10.1007/978-3-642-83221-5_22

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-83223-9

  • Online ISBN: 978-3-642-83221-5

  • eBook Packages: Springer Book Archive

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