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

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<strong>Files</strong>
<strong>Files</strong>
*[[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.zip|BM68elc.acc]] (ground-motion file)
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Latest revision as of 23:28, 1 September 2010

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



Files

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 -- Structural Models & Analyses

Return to OpenSees User