LimitStateMaterialExampleDebugged

From OpenSeesWiki
Revision as of 18:53, 10 November 2011 by Vesna (talk | contribs) (Created page with '__NOTOC__ {{CommandManualMenu}} Application of a limit state material is demonstrated on an example of a column modeled with force-based beam-column element. Three types of ana...')
(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff)
Jump to navigation Jump to search





Application of a limit state material is demonstrated on an example of a column modeled with force-based beam-column element. Three types of analysis are performed on a same column:

  • pushover analysis
  • cyclic analysis
  • time history analysis

Static analyses: pushover and cyclic

Main file to source to perform pushover analysis is:

  • [CenterCol_basicModel_Pushover.tcl]]

Main file to source to perform cyclic analysis is:

  • [CenterCol_basicModel_Cyclic.tcl]]


Supporting files to be stored in the same folder with the main file:

  1. CenterColAxialSpring.tcl
  2. CenterColShearSpring.tcl
  3. CenterColSecFiber.tcl
  4. tags.tcl

CenterCol_basicModel.tcl

<tcl>CenterCol_basicModel.tcl</tcl>

CenterColAxialSpring

<tcl>CenterColAxialSpring.tcl</tcl>

CenterColShearSpring.tcl

<tcl>CenterColShearSpring.tcl</tcl>

CenterColSecFiber.tcl

<tcl>CenterColSecFiber.tcl</tcl>

tags.tcl

<tcl>tags.tcl</tcl>