A model for the response of single timber fasteners and piles under cyclic and dynamic loading
A model is presented for the cyclic and dynamic analysis of timber fasteners and pile foundations. Both systems are, in that they are beam-like structures that are embedded in a flexible medium. In the past, many different numerical methods, ranging from very elaborate finite element models, to cl...
| Main Author: | |
|---|---|
| Format: | Others |
| Language: | English |
| Published: |
2009
|
| Online Access: | http://hdl.handle.net/2429/9249 |