OpenSees Example 1b. Elastic Portal Frame: Difference between revisions
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(Created page with '__NOTOC__ ==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 structur…') |
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__NOTOC__ | __NOTOC__ | ||
==Introduction== | ==Introduction== | ||
Example 1b is a simple model of an elastic | Example 1b is a simple model of an elastic portal frame. The objective of this example is to give an overview of input format. | ||
While the structural model is the same, there are three lateral-load cases: | |||
==Input== | ==Input== | ||
Revision as of 16:42, 11 November 2009
Introduction
Example 1b is a simple model of an elastic portal frame. The objective of this example is to give an overview of input format.
While the structural model is the same, there are three lateral-load cases:
Input
Static Pushover |
Dynamic EQ Ground Motion |
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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