OpenSees Example 1b. Elastic Portal Frame: Difference between revisions
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[[File:Example1b_Push.GIF|link=OpenSees Example 1b. | [[File:Example1b_Push.GIF|link=OpenSees Example 1b. Elastic Portal Frame]] | ||
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[[File:Example1b_EQ.GIF|link=OpenSees Example 1b. | [[File:Example1b_EQ.GIF|link=OpenSees Example 1b. Elastic Portal Frame]] | ||
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==Run== | ==Run== | ||
*To run Static Pushover analysis: | *To run Static Pushover analysis: | ||
<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> | |||
==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 |
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