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