OpenSees Example 1a. 2D Elastic Cantilever Column: Difference between revisions
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! style="padding:2px" | <h3><strong>Static Pushover</strong></h3> | ! style="padding:2px" | <h3><strong>Static Pushover</strong></h3> | ||
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*[[Media:Ex1a.Canti2D.Push.tcl|Ex1a.Canti2D.Push.tcl]] | *[[Media:Ex1a.Canti2D.Push.tcl|Ex1a.Canti2D.Push.tcl]] | ||
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! style="padding:2px" | <h3><strong>Dynamic EQ Ground Motion</strong></h3> | ! style="padding:2px" | <h3><strong>Dynamic EQ Ground Motion</strong></h3> | ||
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[[File:Example1a_EQ.GIF|link=OpenSees Example 1a. 2D Elastic Cantilever Column]] | [[File:Example1a_EQ.GIF|link=OpenSees Example 1a. 2D Elastic Cantilever Column]] | ||
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*[[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.acc|BM68elc.acc]] (ground-motion file) | ||
Revision as of 16:28, 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:
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