OpenSees Example 1a. 2D Elastic Cantilever Column: Difference between revisions
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==Run== | ==Run== | ||
*To run Static Pushover analysis: | *To run Static Pushover analysis: | ||
<blockquote><source lang="Tcl"> | |||
source Ex1a.Canti2D.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 Ex1a.Canti2D.EQ.tcl | |||
</source> </blockquote> | |||
==Notes== | |||
---- | ---- | ||
Revision as of 17:48, 11 November 2009
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 |
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
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