OpenSees Example 2a. Elastic Cantilever Column with variables

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Introduction

The objective of this example is to demonstrate the use of variables in defining the OpenSees input.

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 Ex2a.Canti2D.ElasticElement.Push.tcl
  • To run EQ ground-motion analysis (BM68elc.acc needs to be downloaded into the same directory):
source Ex2a.Canti2D.ElasticElement.EQ.tcl

Notes

In this example, all input values for Example 1a are replaced by variables.

For example, the following series of commands from Example 1a:

# define GEOMETRY 
# nodal coordinates:
node 1 0 0; 
# node#, X Y
node 2 0 432

was replace with the following series of commands in Example 2a:

# define GEOMETRY 
set LCol 432; # column length
# nodal coordinates:
node 1 0 0; 
# node#, X, Y
node 2 0 $LCol

While the use of variables may seem more time consuming in the simple examples, it is very effective in large examples. The following is a list of some of the advantages of using variables:

  • Reduced error and easier error checking because values are defined one time only.
  • Easy to change values of model parameters
  • Reduced amount of documentation within a file




Return to OpenSees Examples Manual -- Structural Models & Analyses

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