Hi all,
I'm new to using SAP2000. I have experience with other (mostly in-house) FE software. I now need to model a really long steel beam (56 meters) which is being lifted at each end. A big concern is lateral torsional buckling. Normally this would not be a problem and analytical/empirical...
Hi Greg,
Thank you for your message. I'm waiting to get a trial for HyperView to see what it can do. However, while I'm waiting I was wondering if it can be used with external data that is not on the list of its interfaces. My analysis software is Itasca 3DEC which is discrete element modeling...
Hi all,
I'm a structural engineering master student work on a seismic evaluation of a temple structure in Portugal. For the evaluation, I have created a 3D block model of the structure and will use a discrete element code to analyze the behaviour of the structure under a variety of seismic...
Hi all,
I am new to using the Itasca codes. I am learning how to use FISH to automate things and I am wondering if there is a way for me to get the programs (3DEC specifically) to send out an email once the analysis is over or if it encounters errors. We run the codes on the server and it is...
Hi all,
My name is Al and I'm new to the forum. I'm a master student and for my thesis I am working on seismic analysis of the ruins of a Roman temple. I have a question about proper modeling of the platform or podium on which the temple (i.e. the columns and the architrave) stands.
There have...
