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...
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| Main Authors: | , , , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Wiley
2024-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/adce/3780614 |
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