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The conclusions obtained from this study showed that determined rectangular stress block parameters can be used in the design of high performance reinforced concrete members in flexure.
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The provided functional blocks are parameterized, and these parameters can be tuned by the host or embedded controller without recompilation.
For codes with very large block lengths, the optimization of the previous parameters can be done using the density evolution method developed by Richardson and Urbranke [23, 24].
A set of parameters can be estimated from the results of each block-simulation run.
The model parameters can be adjusted by tuning the settings of the blocks A and B as well as two gains (labelled D X and D Y respectively).
Only required parameters can be specialized.
Any of the parameters can be changed above.
That parameter can be set to "users" or "followings".
For each section, only one continuous parameter can be activated at a time for editing.
As an example, a generalization of ALGOL is described in full detail to demonstrate that concepts like block-structure, procedures, parameters etc. can be defined adequately and precisely by this method.
In principle, data block similarity can be defined using any combination of these parameters.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com