OpenSees Examples Manual -- Structural Models & Anlyses: Difference between revisions
Jump to navigation
Jump to search
No edit summary |
No edit summary |
||
Line 15: | Line 15: | ||
</div> | </div> | ||
|} | |} | ||
<!-- SECTION --> | <!-- SECTION --> | ||
{| style="width:100%; vertical-align:top; border:1px solid #black; background:#white;" | {| style="width:100%; vertical-align:top; border:1px solid #black; background:#white;" | ||
Line 118: | Line 121: | ||
|} | |} | ||
|} | |} | ||
<!-- SECTION --> | <!-- SECTION --> | ||
{| style="width:100%; vertical-align:top; border:1px solid #black; background:#white;" | {| style="width:100%; vertical-align:top; border:1px solid #black; background:#white;" | ||
! style="padding:2px" | <h1 style="margin:3px; background:white; font-size:120%; font-weight:bold; border:1px solid #black; text-align:left; color:#000; padding:0.2em 0.4em;"> | ! style="padding:2px" | <h1 style="margin:3px; background:white; font-size:120%; font-weight:bold; border:1px solid #black; text-align:left; color:#000; padding:0.2em 0.4em;"> | ||
Line 271: | Line 277: | ||
|} | |} | ||
|} | |} | ||
<!-- SECTION --> | <!-- SECTION --> | ||
{| style="width:100%; vertical-align:top; border:1px solid #black; background:#white;" | {| style="width:100%; vertical-align:top; border:1px solid #black; background:#white;" | ||
! style="padding:2px" | <h1 style="margin:3px; background:white; font-size:120%; font-weight:bold; border:1px solid #black; text-align:left; color:#000; padding:0.2em 0.4em;"> | ! style="padding:2px" | <h1 style="margin:3px; background:white; font-size:120%; font-weight:bold; border:1px solid #black; text-align:left; color:#000; padding:0.2em 0.4em;"> | ||
Line 500: | Line 509: | ||
|} | |} | ||
|} | |} | ||
<!-- SECTION --> | <!-- SECTION --> | ||
{| style="width:100%; vertical-align:top; border:1px solid #black; background:#white;" | {| style="width:100%; vertical-align:top; border:1px solid #black; background:#white;" | ||
! style="padding:2px" | <h1 style="margin:3px; background:white; font-size:120%; font-weight:bold; border:1px solid #black; text-align:left; color:#000; padding:0.2em 0.4em;"> | ! style="padding:2px" | <h1 style="margin:3px; background:white; font-size:120%; font-weight:bold; border:1px solid #black; text-align:left; color:#000; padding:0.2em 0.4em;"> | ||
Line 615: | Line 627: | ||
*dynamic earthquake-input analysis (multiple-support excitation) | *dynamic earthquake-input analysis (multiple-support excitation) | ||
*dynamic bidirectional earthquake-input analysis (uniform excitation) | *dynamic bidirectional earthquake-input analysis (uniform excitation) | ||
</div> | </div> | ||
|} | |} |
Revision as of 03:58, 10 November 2009
Introduction |
---|
The following examples are listed in order of simplicity. NOTE: gravity analysis is always included as part of the model building |
OpenSees Examples -- Introductory Examples |
---|
|
|
|
|
|
|
|
|
OpenSees Examples -- Simple Nonlinear Analysis Examples |
---|
|
|
|
|
|
|
|
|
|
|
|
|
OpenSees Examples -- 2D Structural Modelling & Analysis Examples |
---|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
OpenSees Examples -- 3D Structural Modelling & Analysis Examples |
---|
|
|
|
|
|
|
|
|
OpenSees Examples -- Section Modelling And Analysis Examples |
---|
|
|
|
|
Return to OpenSees User