Advances in Civil Engineering / 2019 / Article / Fig 8

Research Article

Constant Ductility Site-Specific Yield Point Spectra for Seismic Design

Figure 8

Normalized Δy for two damping ratios and soil site B considering various combinations of T and μ: (a) ξ = 0.02; (b) ξ = 0.10.
(a)
(b)

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