OpenSees Example 1a. 2D Elastic Cantilever Column

From OpenSeesWiki
Revision as of 16:33, 11 November 2009 by Silviamazzoni (talk | contribs)
Jump to navigation Jump to search

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





Return to OpenSees Examples Manual

Return to OpenSees User