Search found 4 matches

by Sara
30 May 2012, 13:19
Forum: 02-Getting started with the modelling
Topic: mander et.al cyclic modeling
Replies: 7
Views: 5493

Re: mander et.al cyclic modeling

<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 ...
by Sara
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 ...
by Sara
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/>
<br/>
The default curve is given for peak stain equal to 0.002 (for unconfined concrete - using the wizard), but you can notice that ...
by Sara
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

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