07 July 2016 1 7K Report

I am trying to progam the matrix buidling technique.

More George Bekas's questions See All
How can a rigid diaphram be modeled in OpenSees?

Can I model a diaphragm as multiple master-slave node, lines of code or should I specify the whole polygonal boundary at once?

11 December 2017 364 6 View

Is there any notion of effective moment of inertia used in analysis RC elements according to Eurocode 2?

When conducting finite element analysis according to the Eurocodes, is it sufficient to use the uncracked moment of inertia, or is there any notion for the effective moment of inertia alike the...

10 November 2017 5,067 6 View

Can Eurocode 6 be applied for RC walls?

I am searching for a detailed solved example of a shear wall that also have to resist an axial load (design should be compliant to Eurocodes).

10 November 2017 347 4 View

How do I check the structural capacity of an element in OpenSees?

I am trying to find through which combination of commands, I check if a particular cross section, has sufficient capacity or not, after the structural analysis. The structural analysis will...

10 November 2017 5,301 4 View

What are some examples of good conferences about Building Information Modeling?

Especially if it is combined with workshops.

09 October 2017 394 1 View

I am looking for a particular resource about the modeling of the load transfer from slabs to beams in a 3D FE analysis context. Any ideas?

E.g. fixed end moments, shear forces, etc.

09 October 2017 1,907 4 View

Is there an example where recurrent neural networks have been used for optimization purposes?

Would the modeling of a physical system that displays a dynamic behavior be benefited by the use of e.g. genetic algorithms in order for optimal temporal decisions to be determined?

09 October 2017 4,820 3 View

What is a sufficient sample for a recurrent neural network?

Is there any relevant theory and publications?

09 October 2017 6,008 3 View

What does this particular MATLAB code mean?

loads{k,1}=loads{k-1,1}+1; loads{k,2}='py';

09 October 2017 3,016 3 View

What is recource for the load distribution coefficients for one way and two way slabs according to the Pieper/Martens method?

E.g. tables etc.

09 October 2017 7,944 3 View

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