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...
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Format: | Electronic eBook |
Language: | English |
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Berlin, Heidelberg :
Springer Berlin Heidelberg : Imprint: Springer,
2016.
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Edition: | 1st ed. 2016. |
Series: | Springer Theses, Recognizing Outstanding Ph.D. Research,
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Online Access: | Full Text via HEAL-Link |
Internet
Full Text via HEAL-LinkΒΚΠ - Πατρα: ALFd
Call Number: |
330.01 BAU |
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Copy 1 | Available |
ΒΚΠ - Πατρα: BSC
Call Number: |
330.01 BAU |
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Copy 2 | Available |
Copy 3 | Available |