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The estimation and use of these coefficients for new or existing buildings will allow: the design of more resilient buildings adapted to a changing climate, cost-benefit analysis of refurbishment options and the rational assembly of at-risk registers of vulnerable building occupants.
Hence, the use of these coefficients to infer the dynamical importance of parameters is inappropriate and can even be misleading.
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This study shows that the combined use of these two coefficients permits the accurate prediction of the load deformation curve (initial stiffness, strength, and post-yield stiffness) of SMRF affected by the P Δ phenomenon.
The results of previous studies are used for these coefficients values.
Use of this coefficient merits further study in other kinds of quality-of-life surveys.
When several of these drugs were used concomitantly the sum of these coefficients was used.
These include the use of moment coefficients, design strips, idealized frames, linear elastic analysis, and plastic analysis using lower bound, and yield line methods.
We rescaled the variance of habitat-specific demographic rates by calculating the coefficients of variation for the pooled estimates of these demographic rates and then used these coefficients of variation to calculate habitat-specific environmental variances.
There are several methods that can be used to solve this matrix including simply solving for each of these coefficients or using methods such as the Levinson, Wiggins, and Robertson's method or Morf's method [31], used for this analysis.
Therefore, here we employed each of these measures of expression similarity, with all the caveats that are associated with the use of correlation coefficients.
Finally, the use of these data to determine WDR coefficients and their use in WDR assessment are briefly addressed.
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