OpenSees Example 1b. Elastic Portal Frame: Difference between revisions
Jump to navigation
Jump to search
No edit summary |
No edit summary |
||
Line 57: | Line 57: | ||
---- | ---- | ||
Return to [[OpenSees Examples Manual]] | Return to [[OpenSees Examples Manual -- Structural Models & Analyses]] | ||
Return to [[OpenSees User]] | Return to [[OpenSees User]] |
Revision as of 20:53, 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
Notes
Return to OpenSees Examples Manual -- Structural Models & Analyses
Return to OpenSees User