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 |
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 |