(Last modified: 6/30/2008)
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Note: The user manual pages below are also available at the OpenSees web site (http://opensees.berkeley.edu/OpenSees/manuals/usermanual/ under "Model-Building Objects" section (choose "nDMaterial Command" -> "Contributed nDMaterials" -> "UCSD Soil Models")). |
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Note: The examples below are compatiable with the latest versions of OpenSees (from ver 1.7.4 and up). For examples working with earlier versions (up to ver 1.7.3), please click here. |
| Material in elastic state | |
| Example 1 | Single 2D plane-strain quadrilateral element, subjected to sinusoidal base shaking |
| Example 2 | Single 2D quadrilateral element, subjected to monotonic pushover (English units version) |
| Material in saturated, undrained, elastic-plastic state (coupled with FluidSolidPorous Material) | |
| Example 3 | Single quadrilateral element, subjected to sinusoidal base shaking |
| Example 4 | Single quadrilateral element (inclined by 15 degrees), subjected to sinusoidal base shaking |
| Example 5 | Single quadrilateral element, subjected to monotonic pushover |
| Example 6 | Single 3D BbarBrick element, subjected to sinusoidal base shaking |
| Example 7 | Single 3D BbarBrick element (inclined by 15 degrees), subjected to 1D sinusoidal base shaking |
| Material in elastic, drained (or dry) state | |
| Example 8 | Single quadrilateral element, subjected to sinusoidal base shaking |
| Example 9 | Single quadrilateral element, subjected to monotonic pushover (English units version) |
| Material in drained (or dry), elastic-plastic state | |
| Example 10 | Single quadrilateral element, subjected to sinusoidal base shaking |
| Example 11 | Single quadrilateral element (inclined by 4 degrees), subjected to sinusoidal base shaking |
| Example 12 | Single quadrilateral element, subjected to monotonic pushover |
| Example 13 | Single 3D BbarBrick element, subjected to sinusoidal base shaking |
| Example 14 | Single 3D BbarBrick element (inclined by 4 degrees), subjected to sinusoidal base shaking |
| Material in saturated, undrained elastic-plastic state (coupled with FluidSolidPorous Material) | |
| Example 15 | Single quadrilateral element, subjected to sinusoidal base shaking |
| Example 16 | Single quadrilateral element, subjected to monotonic pushover |
| Example 17 | Single quadrilateral element (inclined by 4 degrees), subjected to msinusoidal base shaking |
| Example 18 | Single 3D BbarBrick element, subjected to sinusoidal base shaking |
| Example 19 | Single 3D BbarBrick element (inclined by 4 degrees), subjected to sinusoidal base shaking |
| Example 20 | A column of quadrilateral element (inclined by 4 degrees), subjected to sinusoidal base shaking |
| Material in saturated, undrained elastic-plastic state (with user defined modulus reduction curve) | |
| Example 21 | A column of quadrilateral element (inclined by 4 degrees), subjected to sinusoidal base shaking |
| Example 22 | A column (2D plane strain quadUP element) of saturated, undrained Pressure Dependent material (inclined by 4 degrees), subjected to sinusoidal base shaking (English units version) |
| Example 23 | Single 2D 9-4 noded element, subjected to sinusoidal base shaking (PressureDepend02 material) |
| Example 24 | Single 3D brick element, subjected to sinusoidal base shaking (PressureDepend02 material) |
| Example 25 | Single 3D 20-8 noded element, subjected to sinusoidal base shaking (PressureDepend02 material) |