3D Soil-Structure-Pile Interaction Analysis for Heterogeneous Soil Medium
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Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-97-1781-1_36
Reference17 articles.
1. FEMA.gov | Federal Emergency Management Agency - FEMA.gov is experiencing technical difficulties. https://www.fema.gov/disaster/2009. Accessed 30 July 2023
2. Wolf, J.P., Obernhuber, P.: Non-linear soil-structure-interaction analysis using dynamic stiffness or flexibility of soil in the time domain. Earthq. Eng. Struct. Dyn. Eng. Struct. Dyn. 13, 195–212 (1985). https://doi.org/10.1002/EQE.4290130205
3. Park, S.H., Antin, N.: A discontinuous Galerkin method for seismic soil–structure interaction analysis in the time domain. Earthq. Eng. Struct. Dyn. 33(2), 285–293 (2004). https://doi.org/10.1002/eqe.353
4. Zerfa, Z., Loret, B.: A viscous boundary for transient analyses of saturated porous media. Earthq. Eng. Struct. Dyn. 33(1), 89–110 (2004). https://doi.org/10.1002/eqe.339
5. Wang, G., Chen, L., Song, C.: Finite–infinite element for dynamic analysis of axisymmetrically saturated composite foundations. Int. J. Numer. Methods Eng. 67(7), 916–932 (2006). https://doi.org/10.1002/nme.1654
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