OpenSees Example 2a. Elastic Cantilever Column with variables

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 Files Ex2a.Canti2D.ElasticElement.Push.tcl

Dynamic EQ Ground Motion Files Ex2a.Canti2D.ElasticElement.EQ.tcl BM68elc.acc (ground-motion file)

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

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