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First, the location method is calibrated (following the procedure described in Section 2.3).
The method is calibrated against corresponding finite element and experimental results.
The proposed method is calibrated by the flexural distortional buckling strength predicted by the Direct Strength Method.
The method is calibrated and validated on a watershed, close to the town of Algiers, northern Algeria, where gully erosion affects most of the slopes.
The proposed method is calibrated with semi-analytical finite strip method presented in the literature and this formulation has been demonstrated to be good in comparison with recently published numerical based distortional buckling predictions.
The method is calibrated against measured in situ wall reinforcement loads using a careful interpretation of reinforcement strains and the conversion of strain to load using a suitably selected reinforcement stiffness value.
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The method was calibrated using external calibration and UDP as internal standard.
The design method was calibrated using data from the tests.
This method was calibrated from 10too 50,000 ng/g with an LOQ of 26 ng/g.
The LII method was calibrated using a Santoro-style burner with ethylene as the fuel.
The method was calibrated by comparing the numerical results with the available experimentally measured ones.
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