Analysis Methods of Laterally Loaded Piles
博士 === 國立臺灣海洋大學 === 河海工程學系 === 92 === The response of piles subjected to lateral loading is highly nonlinear due to inherent nonlinear behavior of soil and piles. The main purpose of this study is to develop a simple, but rational, analytical model to simulate the behavior of single piles and group...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2004
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/27618906515878871497 |