Seismosoft | Earthquake Engineering Solutions

Yes mate!! Is exactly what i was looking for! Thanks very much.

Best of luck for you too

Hello,

I need to run a cyclic analysis. It is possible to run a pushover analysis that consider cyclic loading? If is possible please tell me how can i do it.


Thanks.

Hello :) It's me again!!!

I'm with a question and again if you could help i will be very gratefull.

So the problem is: How should i consider walls between slabs. I mean without beams or columns to the the tipical frame.

Imagine per example a wall between a slab and a beam, and between two ...

Hello.
I'm a student and new user of seismostruct so if you could elucidate about this question i will be grateful. ;)

In my project i have slabs lightened (http://imgur.com/a/qdEDO) that only works in some directions as you can see on this image http://imgur.com/aH1BEd7.

My question is : What is ...

I think i solved all the problems!!! Thanks for helping Zoi Gronti.

Best regardings.

Dear Zoi Gronti,

I sent you another email with new information (new file) and a new error. If you could help i will be again very gratefull.

Best regardings.

Ok. i sent the files to you.
Thanks for the interest.

Best regardings.

I still have to put the rigid diaphragms but i think that i should can run the eigenvalues like this. Although i already put some diaphragms on some places. So i will send you the two versions. The first without any rigidi diaphragms and the second with some of them.
http://www.4shared.com/file ...

Hello,

I'm doing a project ( See the image below) on Seismostruct and when i try to run the eigenvalue analysis, this error always appears. If you could help i will be gratefull.
http://imgur.com/RkOYxcc

Best regardings.