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Four models were used in the steel buildings in order to model the connections of beam to column: 1. Linear model.
It does not only provide views with form features to model single parts, as previous approaches to multiple-view feature modelling did, but also a view with conceptual features, to model the product configuration with functional components and interfaces between these components, and a view with assembly features, to model the connections between components.
In the intact model, the connections from the object and context layer are dense enough to ensure that most nodes in the entorhinal layer receive input from both sources (Figure 2a).
A weighted configuration model 31 was used to model the connections between the ego-networks in the population.
To the extent of our knowledge ours is the first attempt to model the connections within a population at the level of an individual based on information extracted from social networks such as Enron or Facebook.
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In the second model, the connection is realized by a modelled fillet.
Multi-point coupling is applied to model the connection of transverse links.
We model the connection weights so as to ensure learned weights lie in [0,1].
In this model the connection failure due to bending, axial tension, compression and vertical shear are considered.
The nonlinearity was limited within the connection, a zero-length spring model was used to model the connection, and the beam and columns were treated as linear element.
In the first model, the connection between the foldcore and face sheet is realized by a simple tied contact which connects all degrees of freedom.
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Since I tried Ludwig back in 2017, I have been constantly using it in both editing and translation. Ever since, I suggest it to my translators at ProSciEditing.

Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com