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Single Piles in Liquefiable Ground Seismic Response and Numerical Analysis Methods /
This thesis focuses on seismic response of piles in liquefiable ground. A three-dimensional unified plasticity model for large post-liquefaction shear deformation of sand was formulated and implemented for parallel computing, based on which a three dimensional dynamic finite element analysis method...
| Cote: | Libro Electrónico |
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| Format: | Électronique eBook |
| Langue: | Inglés |
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Berlin, Heidelberg :
Springer Berlin Heidelberg : Imprint: Springer,
2016.
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| Édition: | 1st ed. 2016. |
| Collection: | Springer Theses, Recognizing Outstanding Ph.D. Research,
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| Accès en ligne: | Texto Completo |