OpenSees Example 1a. 2D Elastic Cantilever Column: Difference between revisions

From OpenSeesWiki
Jump to navigation Jump to search
No edit summary
No edit summary
Line 21: Line 21:
|-
|-
| style="color:#000;" | <div>
| style="color:#000;" | <div>
*overview of basic OpenSees input structure
[[File:Example1a_Figure1.gif|link=OpenSees Example 1a. 2D Elastic Cantilever Column]]
*coordinates, boundary conditions, element connectivity, nodal masses, nodal loads, etc.
*two-node, one element
</div>
</div>
|}
|}

Revision as of 16:09, 11 November 2009

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:

Objectives






Return to OpenSees Examples Manual

Return to OpenSees User