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Thanks, I have found it allready.

How could I erase (wipe) LoadPattern (Plain) inside the analyses that were defined at the beginning of the analyse?
Inside the analyse I want to change the LoadPattern. If I use command "wipeAnalysis" the LoadPattern is still in the model.

I want to do the cyclic statical analyses in both horizontal (X, Y) directions [first one cycle in X direction and then one cycle in Y direction, and so on...] with STATIC analyses in OpenSEES. Is there any other option to do this kind of analyses?

Thanks a lot for the help.

BR,
Peter Kante

Dear Silvia Mazzoni,

I try to use your useful script to run cyclic statical analysis. It was successful for analyse in just ONE horizontal (X or Y) direction.
How could I change the "code" of your script if I want to do the cyclic analyses in BOTH horizontal (X and Y) direction, so that at first step I do analyses of one cycle in X direction, after that I want to do the analyses of second cycle in X direction.... and these procedure I want to do more time for X and Y direction...

I hope you understand what I mean.
I want to simulate the cyclic statical experiment, which was done in both horizontal (X and Y) directions one after another.

Thanks for your help.

BR,
Peter Kante

How could I download the latest stable OpenSees source code (ver. 2.4.6) from OpenSees web page?
I could reach only the old versions (2.2.2. or older) of OpenSees source code here: http://opensees.berkeley.edu/OpenSees/d ... wnload.php

Thanks.

Dear Frank,

As I am using OpenSees with incorporated macro element model (MVLEM) for dynamic analyses I have some questions. For now I have been using the basic source code of OpenSees 1.5.2 to incorporate our element into it. I have notice that in these days you have lounched the new version of OpenSees 1.6.0 source code.

Does this version have any important improvements regarding the older version or it is just adapted to the new version of the TCL language (v.8.4.6)?

Do I have to make a lot of changes in the code of my new element to satisfy the new source code of OpenSees v.1.6.0?

Thank you for your answer.

Best regards,
Peter