OpenSees Example 1a. 2D Elastic Cantilever Column: Difference between revisions

From OpenSeesWiki
Jump to navigation Jump to search
No edit summary
No edit summary
 
(8 intermediate revisions by one other user not shown)
Line 10: Line 10:
| style="margin:0; width:25%; border:1px solid #ddcef2; background:#white; vertical-align:top; " |
| style="margin:0; width:25%; border:1px solid #ddcef2; background:#white; vertical-align:top; " |
{| style="width:100%; vertical-align:top;background:#white;"
{| style="width:100%; vertical-align:top;background:#white;"
! style="padding:2px" | <h3><strong>Static Pushover</strong></h3>
<h3>Static Pushover</h3>
----
----
|-
|-
Line 16: Line 16:
[[File:Example1a_Push.GIF|link=OpenSees Example 1a. 2D Elastic Cantilever Column]]
[[File:Example1a_Push.GIF|link=OpenSees Example 1a. 2D Elastic Cantilever Column]]
----
----
<strong>Files</strong>
*[[Media:Ex1a.Canti2D.Push.tcl|Ex1a.Canti2D.Push.tcl]]
*[[Media:Ex1a.Canti2D.Push.tcl|Ex1a.Canti2D.Push.tcl]]
</div>
</div>
Line 22: Line 23:
| style="margin:0; width:25%; border:1px solid #ddcef2; background:#white; vertical-align:top; " |
| style="margin:0; width:25%; border:1px solid #ddcef2; background:#white; vertical-align:top; " |
{| style="width:100%; vertical-align:top;background:#white;"
{| style="width:100%; vertical-align:top;background:#white;"
! style="padding:2px" | <h3><strong>Dynamic EQ Ground Motion</strong></h3>
<h3>Dynamic EQ Ground Motion</h3>
----
----
|-
|-
Line 28: Line 29:
[[File:Example1a_EQ.GIF|link=OpenSees Example 1a. 2D Elastic Cantilever Column]]
[[File:Example1a_EQ.GIF|link=OpenSees Example 1a. 2D Elastic Cantilever Column]]
----
----
<strong>Files</strong>
*[[Media:Ex1a.Canti2D.EQ.tcl|Ex1a.Canti2D.EQ.tcl]]
*[[Media:Ex1a.Canti2D.EQ.tcl|Ex1a.Canti2D.EQ.tcl]]
*[[Media:BM68elc.acc|BM68elc.acc]] (ground-motion file)
*[[Media:BM68elc.zip|BM68elc.acc]] (ground-motion file)
</div>
</div>
|}
|}
Line 36: Line 38:


==Run==
==Run==
#To run Static Pushover analysis:
*To run Static Pushover analysis:
:<strong>source Ex1a.Canti2D.Push.tcl</strong>
<blockquote><source lang="Tcl">
 
source Ex1a.Canti2D.Push.tcl
#To run EQ ground-motion analysis (BM68elc.acc needs to be downloaded into the same directory):
</source> </blockquote>
 
:<strong>source Ex1a.Canti2D.EQ.tcl</strong>
 
 
 


*To run EQ ground-motion analysis (BM68elc.acc needs to be downloaded into the same directory):
<blockquote><source lang="Tcl">
source Ex1a.Canti2D.EQ.tcl
</source> </blockquote>


==Notes==


----
----
Return to [[OpenSees Examples Manual]]
Return to [[OpenSees Examples Manual -- Structural Models & Analyses]]


Return to [[OpenSees User]]
Return to [[OpenSees User]]

Latest revision as of 23:28, 1 September 2010

Introduction

Example 1a is a simple model of an elastic cantilever column. The objective of this example is to give an overview of input format.

While the structural model is the same, there are two lateral-load cases:

Input

Static Pushover

Dynamic EQ Ground Motion

Files

Run

  • To run Static Pushover analysis:
source Ex1a.Canti2D.Push.tcl
  • To run EQ ground-motion analysis (BM68elc.acc needs to be downloaded into the same directory):
source Ex1a.Canti2D.EQ.tcl

Notes

Return to OpenSees Examples Manual -- Structural Models & Analyses

Return to OpenSees User

Retrieved from "https://opensees.ist.berkeley.edu/wiki/index.php?title=OpenSees_Example_1a._2D_Elastic_Cantilever_Column&oldid=5033"