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The interactivity is either semi-closed (the user can browse but not change the content), semi-open (the user can participate but not change the structure of the interactive documentary), or completely open (the user and the interactive documentary constantly change and adapt to each other).
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It supports, among other features, the simultaneous visualization of multiple structures, the display of pseudoknotted structures, the interactive editing of the displayed structures, and the automatic generation of secondary structure diagrams from PDB files.
Product structure is the interactive pattern of physical components to implement product functions.
Altogether 13 additional tasks have been appended to the program together with a new menu structure to improve the interactive control of the program.
In general, wave passage effect for most interactive frames is insignificant compared to the attenuating effect a decrease in Gs has on the response of the interactive structure to uniform support excitation.
The proposed in this paper approach based on perceptual experiments is related to modeling the structure of interactive objects and building an inference model, with the main purpose being to determine the response from web users using different levels of influence.
Some authors (Cantù et al. 2013) consider the economic relationships between the actors in the network not only in terms of competition, but also in terms of "business networking" in which companies compete in changing the structure of the network through a continuous interactive process.
This argues that the highly self-interactive structure of the E spl -C is not formE spl -Chesis or PRC1.
Then the structure of the ecosystem is obtained by an interactive inference process between the node information database and all possible combinations in the material group.
The general daily structure of the minicourse included a 1-h interactive lecture to introduce the concepts, followed by problem-based small-group learning (five to six students per instructor).
In the presented method for lower bound estimation of the load carrying capacity of structures, it is postulated that the reduced local critical load should be determined taking into account the global pre-critical bending within the first order non-linear approximation to the theory of the interactive buckling of the structure.
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