<r>Dear mohamad reza,<br/>
<br/>
Check if these following forum discussions are helpful for your purpose:<br/>
<br/>
<URL url="http://www.seismosoft.com/forum/topic.asp?TOPIC_ID=54&SearchTerms=bond,slip"><LINK_TEXT text="http://www.seismosoft.com/forum/topic.a ... =bond,slip">http://www.seismosoft ...
Search found 4 matches
- 30 May 2012, 13:19
- Forum: 02-Getting started with the modelling
- Topic: mander et.al cyclic modeling
- Replies: 7
- Views: 5493
- 25 May 2012, 12:24
- Forum: 04-Unexpected behaviour/errors
- Topic: Deformed Shape Viewer problem
- Replies: 9
- Views: 7000
Re: Deformed Shape Viewer problem
<t>Dear Shahab, <br/>
<br/>
Have you tried to add these nodes using the "Automatic Icrementation" option, selecting a node and then clicking on INCREMENTATION button? <br/>
<br/>
I have done in this way, starting from a wizard model of a plane frame and the deformed shape looks fine..<br/>
<br/>
<br ...
<br/>
Have you tried to add these nodes using the "Automatic Icrementation" option, selecting a node and then clicking on INCREMENTATION button? <br/>
<br/>
I have done in this way, starting from a wizard model of a plane frame and the deformed shape looks fine..<br/>
<br/>
<br ...
- 16 May 2012, 16:13
- Forum: 02-Getting started with the modelling
- Topic: mander et.al cyclic modeling
- Replies: 7
- Views: 5493
Re: mander et.al cyclic modeling
<t>The curve is updated anytime you enter a new value (for any parameter) or when you change it. You do not need to define the entire cyclic curve by yourself. <br/>
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The default curve is given for peak stain equal to 0.002 (for unconfined concrete - using the wizard), but you can notice that ...
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The default curve is given for peak stain equal to 0.002 (for unconfined concrete - using the wizard), but you can notice that ...
- 02 May 2012, 16:04
- Forum: 02-Getting started with the modelling
- Topic: Performance criteria for steel braces
- Replies: 5
- Views: 3439
Re: Performance criteria for steel braces
Dear Hani Akkari,
the link element represents the hinge at the edge of your infrmFB, avoiding moment and shear transmission. Then this link should be characterized by high value of stiffness in dofF1 and zero stiffness for the other dofs.
Sara
the link element represents the hinge at the edge of your infrmFB, avoiding moment and shear transmission. Then this link should be characterized by high value of stiffness in dofF1 and zero stiffness for the other dofs.
Sara