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User Manual 2008 ver 1.0
(Earlier versions of the user manual: 2005, 2004, 2003)
Examples
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Note: The examples below are compatiable with the latest version of OpenSees (ver 2.2.0). For examples working with earlier versions (from ver 2.0.0 to ver 2.1.0), please click here. For even earlier versions (up to ver 1.7.5), please click here. |
Pressure Independent Material
| 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 |
Pressure Dependent Material
| 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 |
Solid-Fluid Fully Coupled elements
| 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) |