Three-Dimensional Dynamic Response of Multilayered Orthotropic Anisotropic Foundation Under Moving Loads
Based on the basic control equations of orthotropic anisotropic half-space under moving harmonic loads, the transfer matrix solution of a single-layer foundation is derived by introducing the moving coordinate system, Fourier integral transform, and Cayley–Hamilton theorem. The three-dimensional (3D...
Αποθηκεύτηκε σε:
| Κύριοι συγγραφείς: | , , , , , |
|---|---|
| Μορφή: | Artigo |
| Γλώσσα: | Inglês |
| Έκδοση: |
Wiley
2024-01-01
|
| Σειρά: | Advances in Civil Engineering |
| Διαθέσιμο Online: | http://dx.doi.org/10.1155/adce/3780614 |
| Ετικέτες: |
Δεν υπάρχουν, Καταχωρήστε ετικέτα πρώτοι!
|