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Advantages of an analysis of soil-structure interaction in a frequency domain Cover

Advantages of an analysis of soil-structure interaction in a frequency domain

By: Y. Koleková and  G. Schmid  
Open Access
|Jan 2012

References

  1. Bathe, J. (1996). Finite element procedures. Prentis-Hall, Englewood Cliffs, N. J., USA
  2. Hillmer, P. and Schmid, G. (1988). Calculation of foundation uplift effects using a numerical Laplace transform. Earthquake Engineering and Structural Dynamics, 16, 789-80110.1002/eqe.4290160602
  3. Kolekova, Y. and Schmid, G. (2004). Remarks on dynamic soil-structure interaction. Proceedings of the JDGK-Symposium o4, 2, 235-241.
  4. Lysmer, et al (1988). SASSI: a system for analysis of soilstructure interaction. University of Berkeley
  5. Matthees, W. (1982). A strategy for the solution of soil dynamic problems involving plasticity by transform. Journal for Num. Meth. in Engineering 18, 1601-1611.10.1002/nme.1620181103
  6. Schmid, G. and Chouw, N. (1992). Soil-structure interaction effects on structural pounding, Earthquake Engineering. Tenth World Conference, Balkema, Rotterdam, 1651-165
  7. Wolf, J. P. (1985). Dynamic soil structure interaction. Prentice-Hall, Englewood Cliffs, N. J., USA
  8. Koleková, Y., Petronijević, M., Schmid, G.: "Special dynamic soil-structure analysis procedures demonstrated for two towerlike structures."Slovak Journal of Civil Engineering, volume XVIII, 2010/2, pp. 26-33.10.2478/v10189-010-0008-2
DOI: https://doi.org/10.2478/v10189-011-0018-8 | Journal eISSN: 1338-3973 | Journal ISSN: 1210-3896
Language: English
Page range: 12 - 17
Published on: Jan 5, 2012
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2012 Y. Koleková, G. Schmid, published by Slovak University of Technology in Bratislava
This work is licensed under the Creative Commons License.

Volume 19 (2011): Issue 4 (December 2011)