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This study investigates the mechanisms by which a masonry vaulted structure responds to settlement of supports considering a wide range of possible settlement scenarios through a numerical model substantiated with experimental evidence and on-site evaluations.
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It is verified that the derived model substantiates the number of standing alarms in EEMUA guidelines.
The proposed framework is substantiated with several numerical tests.
The poorly known model input parameters are substantiated with comparisons against measured dynamic characteristics of the fort, and the remaining uncertainties in the input parameters are propagated to the model output to obtain a probabilistic evaluation of the fort's behavior under various settlement scenarios.
The major concern is that despite the attractiveness of your model, the major conclusions are not yet substantiated with sufficient evidence to make a compelling case.
Neither, however, has so far been substantiated with proof.
Everything depends on how well each of those arguments can be substantiated with specific evidence.
These suggestions are, however, not substantiated with data.
The test results are substantiated with numerical parametric analysis.
The theoretical results are substantiated with numerical examples.
Finally, the analytical design are substantiated with numerical results.
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CEO of Professional Science Editing for Scientists @ prosciediting.com