Dynamic response to plane strain problem of multilayered orthotropic foundation under moving loads
Based on the dynamic equation for plane strain problem of single-layer orthotropic foundation under moving harmonic loads, the transfer matrix of single-layer orthotropic foundation in the Cartesian coordinates is deduced through the Fourier transform and the introduction of state vector. Then the c...
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| Autore principale: | |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2018-12-01
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| Serie: | Yantu gongcheng xuebao |
| Soggetti: | |
| Accesso online: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201812022 |
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