Internetbasierte Laborexperimente für die regelungstechnische Ausbildung (Internet-based Laboratory Experiments for Automatic Control Engineering Education)

2003 ◽  
Vol 51 (11-2003) ◽  
pp. 518-524
Author(s):  
Hubert Roth ◽  
Otto J. Rösch ◽  
Alexander Prusak
2019 ◽  
Vol 1153 ◽  
pp. 012149
Author(s):  
Reza Fauzi Iskandar ◽  
Baktiaji Bahari ◽  
Cut Vira ◽  
Faiz Auliya Ramadhan ◽  
Mochamad Roffa Firdaus ◽  
...  

2009 ◽  
Vol 19 (3) ◽  
pp. 538-549 ◽  
Author(s):  
Miladin Stefanovic ◽  
Vladimir Cvijetkovic ◽  
Milan Matijevic ◽  
Visnja Simic

1987 ◽  
Vol 20 (3) ◽  
pp. 24-29
Author(s):  
P Martin Larsen

The aim of the article is to present the structure of the engineering educational system in Denmark with special emphasis on control engineering education at university level. In comparison with other European countries, the Danish system is unique in including four types of engineering schools: Technical University, Ålborg University Center, Engineering Academy, and Engineering Colleges. The curricula are based on the module systems, which in principle gives students great freedom in selection and combination of courses. For each engineering school the specific requirements and options are listed for lines/branches, which offer specialisation in automatic control. In conclusion the Danish engineering system is briefly compared with the systems in the other Scandinavian countries.


1981 ◽  
Vol 14 (2) ◽  
pp. 3363-3368 ◽  
Author(s):  
J.G. Balchen ◽  
M. Handlykken ◽  
A. Tysso

Author(s):  
J. S. Vinod

Behaviour of geotechnical material is very complex. Most of the theoretical frame work to understand the behaviour of geotechnical materials under different loading conditions depends on the strong background of the basic civil engineering subjects and advanced mathematics. However, it is fact that the complete behaviour of geotechnical material cannot be traced within theoretical framework. Recently, computational models based on Finite Element Method (FEM) are used to understand the behaviour of geotechnical problems. FEM models are quite complex and is of little interest to undergraduate students. A simple computational tool developed using Discrete Element Method (DEM) to simulate the laboratory experiments will be cutting edge research for geotechnical earthquake engineering education. This article summarizes the potential of DEM to simulate the cyclic triaxial behaviour of granular materials under complex loading conditions. It is shown that DEM is capable of simulating the cyclic behavior of granular materials (e.g. undrained, liquefaction and post liquefaction) similar to the laboratory experiments.


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