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|
Line 32: |
Line 32: |
| ! style="padding:2px" | | | ! style="padding:2px" | |
| |- | | |- |
| | style="color:#000;" | <div > | | | style="color:#000;" | <div> |
| [[File:Example1a_Figure1.gif|link=OpenSees Example 1a. 2D Elastic Cantilever Column]] | | [[File:Example1a_Figure1.gif|link=OpenSees Example 1a. 2D Elastic Cantilever Column]] |
| </div> | | </div> |
Line 136: |
Line 136: |
| |- | | |- |
| | style="color:#000;" | <div > | | | style="color:#000;" | <div > |
| [[File:Example2a_Figure1.gif|link=OpenSees Example 2a. Elastic Cantilever Column with variables]]</div> | | [[File:Example2a_Figure1.gif|link=OpenSees Example 2a. Elastic Cantilever Column with variables]] |
| </div> | | </div> |
| |} | | |} |
Line 185: |
Line 185: |
| |- | | |- |
| | style="color:#000;" | <div > | | | style="color:#000;" | <div > |
| [[File:Example2b_Figure1.gif|link=OpenSees Example 2b. Nonlinear Cantilever Column: Uniaxial Inelastic Section]]</div> | | [[File:Example2b_Figure1.gif|link=OpenSees Example 2b. Nonlinear Cantilever Column: Uniaxial Inelastic Section]] |
| </div> | | </div> |
| |} | | |} |
Line 235: |
Line 235: |
| |- | | |- |
| | style="color:#000;" | <div > | | | style="color:#000;" | <div > |
| [[File:Example2c_Figure1.gif|link=OpenSees Example 2c. Nonlinear Cantilever Column: Inelastic Uniaxial Materials in Fiber Section ]]</div> | | [[File:Example2c_Figure1.gif|link=OpenSees Example 2c. Nonlinear Cantilever Column: Inelastic Uniaxial Materials in Fiber Section ]] |
| </div> | | </div> |
| |} | | |} |