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Conditional Mean Spectra, Spectral Correlation Coefficients, and High Damping Spectral Amplitudes for Seismic Design and Evaluation in Canada

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Figure 2-2: Ground motion records from Eastern and Western North America
Figure 2-4: Uniform hazard spectra for Montreal as prescribed by NBCC 2005 and 2010
Figure 3-1: Typical plan view of the analyzed reinforced concrete building (from Panneton et al
Table 4.1 Characteristics of the ground motion prediction equations used in this study
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