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Lateral load drift ratio relationships for monolithic and precast connection specimens are shown in Fig. 16.
Open image in new window Fig. 16 Lateral load drift ratio relationships for monolithic and precast connection specimens.
Figure 5c compares the lateral load drift ratio relationships of RW2 and TW2 resulting from the macro-model analysis and the test.
Figure 7c compares the lateral load drift ratio relationships of W1 and W2 predicted by the proposed method with the test results.
The section areas of concrete and re-bar of the longitudinal and diagonal elements are presented in Fig. 6b. Figure 6c compares the lateral load drift ratio relationships predicted by the proposed method with the test results.
Even when a given immune trait predicted the probability of mortality (i.e., H L ratio), relationships were associated with large standard errors or depended on outliers (Fig. 1 and Figure S1).
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Quartile ratio relationship.
Figure 9c compares the lateral load drift ratio relationship.
In particular, the task involves determining the scalar or ratio relationship between two quantities.
Panel (a) depicts the quartile ratio relationship (QRR) of the Generalized Gamma distribution.
Open image in new window Fig. 17 Normalized stress-Poisson's ratio relationship for different concrete compressive strengths.
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