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

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[[File:Example1a_Push.GIF|link=OpenSees Example 1a. 2D Elastic Cantilever Column]]
[[File:Example1a_Push.GIF|link=OpenSees Example 1a. 2D Elastic Cantilever Column]]
[[Media:Ex1a.Canti2D.Push.tcl|Ex1a.Canti2D.Push.tcl]]
*[[Media:Ex1a.Canti2D.Push.tcl|Ex1a.Canti2D.Push.tcl]]
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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]]
*[[Media:Ex1a.Canti2D.EQ.tcl|Ex1a.Canti2D.EQ.tcl]]
*[[Media:BM68elc.acc|BM68elc.acc]] (ground-motion file)
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Revision as of 16:24, 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:

Static Pushover
Dynamic EQ Ground Motion





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