OpenSees Example 2a. Elastic Cantilever Column with variables

From OpenSeesWiki
Revision as of 17:12, 11 November 2009 by Silviamazzoni (talk | contribs) (Created page with '__NOTOC__ ==Introduction== Example 2a is a simple model of an elastic cantilever column. The objective of this example is to give an overview of input format. While the structur…')
(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff)
Jump to navigation Jump to search

Introduction

Example 2a 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 Ex2a.Canti2D.Push.tcl
  • To run EQ ground-motion analysis (BM68elc.acc needs to be downloaded into the same directory):
source Ex2a.Canti2D.EQ.tcl




Return to OpenSees Examples Manual

Return to OpenSees User

Retrieved from "https://opensees.ist.berkeley.edu/wiki/index.php?title=OpenSees_Example_2a._Elastic_Cantilever_Column_with_variables&oldid=1283"