Search found 21 matches
- 23 Nov 2012, 20:18
- Forum: 01-Installation of new versions
- Topic: new version
- Replies: 8
- Views: 15385
Re: new version
Congratulations....[:D]
- 19 Nov 2012, 19:58
- Forum: 02-Getting started with the modelling
- Topic: steel chevron braced frame
- Replies: 3
- Views: 3403
Re: steel chevron braced frame
Dear SMHZS
I think, in your case,
you should consider imperfection in mid point of braces, not in columns. Because braces are expected to buckle before column's.
I think, in your case,
you should consider imperfection in mid point of braces, not in columns. Because braces are expected to buckle before column's.
- 22 Jun 2012, 13:15
- Forum: 02-Getting started with the modelling
- Topic: Orientation of elements
- Replies: 4
- Views: 3556
Re: Orientation of elements
If the third node is in the direction of element axis there will be this error.I believe if you change the coordinate of third point, it will be done correctly.
huffte suggestion for using wizard, is the best option for avoiding some unwanted error.
Best
huffte suggestion for using wizard, is the best option for avoiding some unwanted error.
Best
- 11 Jun 2012, 21:13
- Forum: 05-Future developments & requests
- Topic: post-processing add-in capability
- Replies: 1
- Views: 2487
post-processing add-in capability
<t>Hi,<br/>
<br/>
It is good for add a capability to seismostruct, like ( VBA and MACRO in EXCEL or a connection to MATLAB or ...) for adding post-processing gadgets and add-ins. .Then users can share their add-ins with each others.<br/>
<br/>
even, a spread sheet environment in post process module ...
<br/>
It is good for add a capability to seismostruct, like ( VBA and MACRO in EXCEL or a connection to MATLAB or ...) for adding post-processing gadgets and add-ins. .Then users can share their add-ins with each others.<br/>
<br/>
even, a spread sheet environment in post process module ...
- 27 May 2012, 15:53
- Forum: 03-Analytical/modelling capabilities
- Topic: reduction of the flexural bending stiffness
- Replies: 2
- Views: 2466
Re: reduction of the flexural bending stiffness
<t>Hani<br/>
<br/>
I think in "ELEMENT" module > Add > elfrm:Elastic frame element > "USER-DEFINed" , you can choose bending stiffness. <br/>
But as I mentioned it is Elastic frame element. for modeling braces I use the models which proposed by (URIZ and MAHIN 2008).<br/>
I am interested in your ...
<br/>
I think in "ELEMENT" module > Add > elfrm:Elastic frame element > "USER-DEFINed" , you can choose bending stiffness. <br/>
But as I mentioned it is Elastic frame element. for modeling braces I use the models which proposed by (URIZ and MAHIN 2008).<br/>
I am interested in your ...
- 27 May 2012, 15:26
- Forum: 04-Unexpected behaviour/errors
- Topic: Deformed Shape Viewer problem
- Replies: 9
- Views: 6990
- 26 May 2012, 20:23
- Forum: 04-Unexpected behaviour/errors
- Topic: Deformed Shape Viewer problem
- Replies: 9
- Views: 6990
Re: Deformed Shape Viewer problem
Dear Seismo Team
As you can see in following link, I've done it. But it doesn't work. I have no idea. [http://img4up.com/up2/36261325671907894864.jpg]
I am very appreciated.
As you can see in following link, I've done it. But it doesn't work. I have no idea. [http://img4up.com/up2/36261325671907894864.jpg]
I am very appreciated.
- 25 May 2012, 21:38
- Forum: 04-Unexpected behaviour/errors
- Topic: Deformed Shape Viewer problem
- Replies: 9
- Views: 6990
Re: Deformed Shape Viewer problem
Dear Sara
Yes, With help of "Automatic Icrementation" I add the nodes, But There is problem, In some models "maybe I do something wrong in these particular Models". The question is Can I manage the hierarchy of nodes for plotting issue.
Thank you for helping me sara.
Yes, With help of "Automatic Icrementation" I add the nodes, But There is problem, In some models "maybe I do something wrong in these particular Models". The question is Can I manage the hierarchy of nodes for plotting issue.
Thank you for helping me sara.
- 24 May 2012, 16:40
- Forum: 04-Unexpected behaviour/errors
- Topic: Deformed Shape Viewer problem
- Replies: 9
- Views: 6990
Re: Deformed Shape Viewer problem
<t>Actually I use Wizard for making frame nodes initially, then with "ADD" I add other desire nodes but with names like "100" , "101" and ... for making difference with "n111", ... which are marked by wizard.<br/>
Can we edit "FIRST NODE" manually, (= can we choose the first node which are ...
Can we edit "FIRST NODE" manually, (= can we choose the first node which are ...
- 21 May 2012, 21:03
- Forum: 04-Unexpected behaviour/errors
- Topic: Deformed Shape Viewer problem
- Replies: 9
- Views: 6990
Deformed Shape Viewer problem
<r>Dear SeismoSoft team,<br/>
<br/>
as you can see in following link, Sometime I encounter with problem in plotting deformed shape in dynamic analysis. It is like the position of fix point are considered wrong. Is this a Bug or something is wrong in my modelling? <br/>
<URL url="http://img4up.com ...
<br/>
as you can see in following link, Sometime I encounter with problem in plotting deformed shape in dynamic analysis. It is like the position of fix point are considered wrong. Is this a Bug or something is wrong in my modelling? <br/>
<URL url="http://img4up.com ...