OpenSees Example 1b. Elastic Portal Frame: Difference between revisions

From OpenSeesWiki
Jump to navigation Jump to search
No edit summary
No edit summary
Line 16: Line 16:
|-
|-
| style="color:#000;" | <div>
| style="color:#000;" | <div>
[[File:Example1b_Push.GIF|link=OpenSees Example 1b. 2D Elastic Cantilever Column]]
[[File:Example1b_Push.GIF|link=OpenSees Example 1b. Elastic Portal Frame]]
----
----
<strong>Files</strong>
<strong>Files</strong>
Line 29: Line 29:
|-
|-
| style="color:#000;" | <div>
| style="color:#000;" | <div>
[[File:Example1b_EQ.GIF|link=OpenSees Example 1b. 2D Elastic Cantilever Column]]
[[File:Example1b_EQ.GIF|link=OpenSees Example 1b. Elastic Portal Frame]]
----
----
<strong>Files</strong>
<strong>Files</strong>
Line 38: Line 38:


|}
|}


==Run==
==Run==
*To run Static Pushover analysis:
*To run Static Pushover analysis:
:<strong>source Ex1b.Portal2D.Push.tcl</strong>
<blockquote><source lang="Tcl">
source Ex1b.Portal2D.Push.tcl
</source> </blockquote>


*To run EQ ground-motion analysis (BM68elc.acc needs to be downloaded into the same directory):
*To run EQ ground-motion analysis (BM68elc.acc needs to be downloaded into the same directory):
<blockquote><source lang="Tcl">
source Ex1b.Portal2D.EQ.tcl
</source> </blockquote>


:<strong>source Ex1b.Portal2D.EQ.tcl</strong>
==Notes==
 
 





Revision as of 17:49, 11 November 2009

Introduction

Example 1b is a simple model of an elastic portal frame. The objective of this example is to give an overview of input format.

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


Input

Static Pushover


Dynamic EQ Ground Motion



Files


Run

  • To run Static Pushover analysis:
source Ex1b.Portal2D.Push.tcl
  • To run EQ ground-motion analysis (BM68elc.acc needs to be downloaded into the same directory):
source Ex1b.Portal2D.EQ.tcl

Notes


Return to OpenSees Examples Manual

Return to OpenSees User