OpenSees Example 1b. Elastic Portal Frame

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Introduction

Example 1b 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 Ex1b.Portal2D.Push.tcl
  • To run EQ ground-motion analysis (BM68elc.acc needs to be downloaded into the same directory):
source Ex1b.Portal2D.EQ.tcl




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